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Home My WebLink About10-11-2019 1251 Village Rd PERMIT SETREVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A000Cover Sheet Faith Baptist Church Addition 1 8 0 2 8 Faith Baptist Church Addition 1251 Village Rd, Iowa City, IA 52240 INDEX ARCHITECTURAL A101 First Floor Demolition Plan A102 Second Floor Demolition Plan A111 First Floor Plan A112 Second Floor Plan A121 Reflected Ceiling Plans A141 Roof Plan A201 Exterior Elevations A301 Building Section A302 Building Section A303 Building Sections A311 Wall Sections A312 Wall Sections A313 Wall Sections A314 Wall Sections A315 Wall Sections A341 Section Details A342 Section Details A343 Section Details A344 Section Details A345 Section Details A371 Plan Details A601 Schedules & Interior Elevations CIVIL 1 Site Layout and Dimension Plan 2 Demolition Plan 3 Grading Plan 4 Erosion Control and SWPPP Plan 5 Utility Plan 6 Landscape Plan 7 General Notes and Details A000 Cover Sheet A001 Specifications A002 Specifications A100 Code Plans STRUCTURAL S101 Footing and Foundation & Floor Framing Plan S102 Roof Framing Plan S501 Structural Details S502 Structural Details MECHANICAL M100 First Floor M101 Second Floor ELECTRICAL E1 Electrical Lighting & Power Plan 03528 IOWA BRADS.L A NGLICENSEDARCHITEC TI hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered architect under the laws of the State of Iowa. Name: Brad S. Lang Discipline: Architecture License Renewal Date: 06.30.2021 Issue Date: Sheets or pages covered by this seal: "A" Sheets Signature:______________________ Architect Solum Lang Architects, LLC 1101 Old Marion Rd. NE Cedar Rapids, IA 52402 t. 319.862.0384 Contact: Brad Lang CODE REVIEW LOCATION MAP NTS PROJECT LOCATION Structural Engineer M2B Structural Engineers, LLP 422 2nd Ave SE Cedar Rapids, IA 52401 t. 319.364.0666 Contact: Lynn Boettcher LICENSED PROFESSIONAL ENGINEERIOWA Lynn A. Boettcher P07600 I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Professional Engineer under the laws of the State of Iowa. Name: Lynn A. Boettcher Discipline: Structural Engineering License Renewal Date: 12.31.2020 Issue Date: Sheets or pages covered by this seal: "S" Sheets Signature:______________________ CODE REVIEW Local Building Requirements Based on: 2018 International Existing Building code 2018 International Building Code 2015 International Mechanical Code 2018 International Fire Code 2015 Uniform Plumbing Code 2017 National Electrical Code 2012 International Energy Conservation Code General Description This is a one-story building addition with a basement to an existing one-story with basement church facility. The basement shall be a concrete slab matching the existing basement level. The 1st floor shall be concrete hollow-core slab matching the existing 1st floor. Exterior bearing walls shall be reinforced concrete from footing to the 1st floor and wood stud construction from the 1st floor to roof bearing height. The roof shall be a wood truss roof system to match existing. The exterior shall be a combination of masonry and siding. See A001 for Code Plans. 2018 EIBC Chapter 5 Prescriptive Compliance Method 502.1 Existing Building plus Addition shall comply with height and area provisions of Chapter 5 in 2018 IBC. 2018 IBC Chapter 3 - Use and Occupancy Classification Section 303 - Assembly Group A 303.4 Occupancy = A-3 (Accessory to places of religious worship) Chapter 5 - General Building Heights and Areas Section 504 - Building Height and Number of Stories 504.1 Based on A-3 Occupancy, Type V-B Construction, Not Sprinkled T504.3 Allowable Height: 40’ > 25’ +/- Actual (Ok) T504.4 Allowable Stories: 1 Allowed = 1 Provided (Ok) 506.2.1 Allowable Area: based on Single Occ., Single story, Non-Sprinkled Aa = At + (NS x If) Aa = 6,000 + (6,000 x .75) Aa = 6,000 + 4,500 Aa = 10,500 SF allowable > 5,937 SF actual (Ok) T506.2 At = 6,000 SF for 1 Story non-sprinkled T506.2 NS = 6,000 SF for 1 Story non-sprinkled If (per 506.3) 506.3 W = (L1xW1 + L2xW2 + L3xW3 + L4xL4....) / F W = (88x30 + 72x30 + 88x30 + 72x30) / F F = 320’ (total building perimeter with open space 20' or greater) W = 9600 / 320 = 30 506.3.3 If = Area factor increase due to frontage If = [F/P - .25] W/30 If = [320/320 - .25] 30/30 If = [.75] x 1 If = .75 T509 Incidental Uses 1 Hour or Sprinkler in Furnace Room over 400,000 BTU Does not apply. Furnace room is 0-hour allowed = 0-hour actual (Ok) Chapter 6 - Types of Construction T601 Type of Construction: Type V-B Primary Structural Frame: 0 hour Bearing Walls (Int. & Ext.): 0 hour Nonbearing Ext.:0 hour (Table 602) Nonbearing Interior: 0 hour Floor: 0 hour Roof: 0 hour T602 Occupancy Group A Fire Separation Distance X > 30': 0 hour Owner Faith Baptist Church 1251 Village Rd., Iowa City, IA 52240 t. 319.338.6762 General Contractor McComas-Lacina Construction 1310 Highland Ct., Iowa City, IA 52240 t. 319.338.1125 Electrical Contractor Neumiller Electric 3400 2nd St Coralville, IA 52241 t. 319.665.9036 LICENSED PROFESSIONAL ENGINEERIOWA Name: Discipline: Electrical Engineering License Renewal Date: Issue Date: Sheets or pages covered by this seal: "E" Sheets Signature:______________________ Mechanical Contractor Brandt Heating and Air Condtitioning 1203 Highland Ct Iowa City, IA 52240 t. 319.338.3637 LICENSED PROFESSIONAL ENGINEERIOWA Name: Discipline: Mechanical Engineering License Renewal Date: Issue Date: Sheets or pages covered by this seal: "M" Sheets Signature:______________________ Plumbing Contractor Bill's Plumbing & Heating 1216 Highland Ct Iowa City, IA 52240 t. 319.337.5689 LICENSED PROFESSIONAL ENGINEERIOWA Name: Discipline: Mechanical Engineering License Renewal Date: Issue Date: Sheets or pages covered by this seal: "P" Sheets Signature:______________________ SEAL ON INDIVIDUAL CONSULATANT SHEETSSEAL ON INDIVIDUAL CONSULATANT SHEETSSEAL ON INDIVIDUAL CONSULATANT SHEETS (SUBMITTED UNDER SEPARATE COVER PERMIT SET Chapter 7 - Fire and Smoke Protection Features Section 705 - Exterior Walls Section 705 - Exterior Walls 705.2 Cornices, Eave overhangs, exterior balconies, etc. extended beyond plan to conform to this section and section 1406. 705.2.2 Projections may be of any approved material (wood) - Type V T705.8 Maximum Allowable Exterior Wall Openings 30' +: No Limit Section 707 - Fire Barriers 707.3.5 Fire-Resistance Rating for Horizontal Exits connecting Building Horizontal Exit shall comply with 1026.1. T707.3.10 “A” Occupancy = 2 Hour Fire Barrier Wall to separate single occupancy into different fire areas. 707.5 Fire barriers shall extend from top of floor to underside of roof deck and be securely attached thereto and be continuous through concealed spaces. 707.5.1 Supporting construction for a fire barrier shall be protected to afford the required fire-resistance rating of the fire barrier supported. Hollow Vertical spaces within "Fire Barriers" to be fire blocked (per 717.2). 707.6 Fire Protection for Openings in "Fire Barriers" per 716. 707.10 Duct and Air Transfer Openings in Fire Barrier per 717. Section 708 - Fire Partitions 708.3 Fire Partitions shall be min. 1 hour 708.4 Fire Partition may terminate at underside of 1 hour rated ceiling assembly Section 713 – Shaft Enclosures 713.2 Shaft enclosures shall be constructed as fire barriers in accordance with Section 707. 713.4 Shaft enclosures shall have fire resistance rating of not less than 1 hour where connecting less than four stories. 713.7 Openings shall be protected in accordance with Section 716. Doors shall be self-or automatic-closing by smoke detection. 713.12 Enclosure at top of shaft shall not be less than the fire-resistance rating required for the shaft enclosure. Section 714 - Penetrations 714.3 Through penetrations shall be protected by an approved penetration firestop system. Section 715 - Fire-Resistant Joint Systems 715.1 Joints installed in or between fire-resistance-rated walls, floors or floor/ceiling assemblies and roofs or roof/ceiling assemblies shall be protected by an approved fire-resistant joint system. Section 716 - Opening Protectives T716.1(2) 2-hour Fire Barrier = 90 minute doors min. 1-hour Fire Barriers for shafts = 60 minute doors min. 1-hour Fire Partition Corridor Walls = 20 minute doors min. Section 717 - Ducts and Air Transfer Openings 717.5.1 Fire Walls: Duct and Air transfer openings permitted per 706.11 and protected with listed fire dampers. No Transfer openings provided. (Ok) 717.5.2 Fire Barriers: shall be protected by approved Fire Dampers. Shall not penetrate exit enclosures and exit passageways. 717.5.2.1 Horizontal Exits: shall have listed Smoke Damper designed to resist passage of smoke where penetrates Fire Barrier that serves as Horizontal Exit. 717.5.4 Fire Partitions: shall be protected by approved Fire Dampers 717.5.4 e)3 Dampers not required if duct system is constructed in accord with IMC and duct penetrating wall complies with: 3.1 100 s.i. or less 3.2 .0217 steel thickness minimum 3.3 No openings that communicate corridor with adjacent spaces 3.4 Duct above ceiling 3.5 Duct NOT terminate at wall register in fire-resistant- rated wall 3.6 12" long sleeve centered in duct opening and secured 717.5.4.1 Corridors: Listed Smoke Dampers shall be provided at each penetration in corridor enclosure if enclosure requires fire door. 717.5.4.1 e)2 Smoke Damper NOT required in Corridor wall if .019" steel and does NOT have openings serving the corridor. Section 718 - Concealed Spaces 718.2.1.7 Batt or Blanket insulation is acceptable fire blocking material. 718.2.1.2 Unfaced batts or blankets shall be permitted for compliance with 10’ horizontal fire blocking in walls. 718.2.2 Fire blocking required at 10'-0" in concealed wall spaces. 718.4.3 Draft stops required to subdivide combustible attic spaces such that any horizontal area does not exceed 3000 square feet. Section 720 - Thermal- and Sound-Insulating Materials 720.2 Insulating materials in concealed space, shall have a flame spread index < 25 and a smoke-developed index of < 450. Section 721 - Prescriptive Fire Resistance T721.1(2) Wall Construction No. 3-1.1: (CMU @ 3.2” min. = 2 hour < 8” provided (Ok) T721.1(3) Roof Construction No. 23-1.1: (1 Layer 5/8" Gyp. on ½” RC on Underside of Wood Floor Joists / Roof Trusses = 1 Hour Rating (Ok) Chapter 8 - Interior Finishes Table 803.11 - Finish Ratings for A-3 Occupancy, Non-Sprinkled Exit Passageways = A Corridors = A Rooms = C Chapter 9 - Fire Protection Systems Section 903 - Automatic Sprinkler Systems 903.2.1.3 Sprinkler not required in Group A-3 when fire area is below 12,000 square feet, occupant load is below 300 and on a level of exit discharge. Fire Barrier implemented to separate occupancy areas. Fire Areas: 9,320 Existing < 12,000 Allowable = Ok 2,555 New < 12,000 Allowable = Ok Occupancy: Existing NO Change = Ok New @ 47 < 300 Allowed = Ok Exit Discharge: Existing on basement and 1st Story = Ok Section 906 - Portable Fire Extinguishers 906.1 Fire Extinguishers required: 1. New A buildings 2. 30' from Commercial Kitchen Equipment 3. Areas of Flammable or Combustible Liquids 4. Each Floor 5. Per Table 906.1 IFC 6. Special Hazard Areas and per Fire Code Official T906.3(1) Min. Rating: 2-A Max Floor Area per Unit of A: 3000 SF Max Floor Area per Extinguisher: 11,250 SF Max Travel distance to Extinguisher: 75' Section 907 - Fire Alarm and Detection Systems 907.2.1 Manual Fire Alarm that activates the occupant notification system is not required in Group A occupancies below 300 occupants. Chapter 10 - Means of Egress Section 1003 - General Means of Egress 1003.2 7'-6" Minimum Ceiling Height in Means of Egress < 8'-6" Provided (ok) Section 1004 - Occupant Load See Sheet A001 for Occupant Loads Section 1006 - Number of Exit and Exit Access Doorways T1006.2.1 Spaces w/ one exit: "A" = 49 occupants Classroom: 1 exit required = 1 provided (ok) Office: 1 exit required < 2 provided (ok) T1006.2.1 Occupancy A = 75' Max Common Path of Travel (ok) Section 1009 - Accessible Means of Egress 1009.1 Not Less than 1 accessible means of egress = 1 Provided (ok) 1009.2 Shall be continuous to a public way (Ok) Section 1017 - Exit Access Travel Distance T1017.2Exit Access Travel Distance 200' max. > 40' +/- Max. (Ok) Section 1020 - Corridors 1020.1 Corridor Rated Walls per Table 1020.1 and constructed as "Fire Partition". T1020.1Corridor will be 1 Hr. construction Fire Partition T1020.2Min. Corridor Width 44" < 78" Provided (ok) 1020.4 Dead end corridor max. length 20' > 8’ Provided (Ok) Section 1028 - Exit Discharge 1028.5 Exit Discharge shall provide a direct and unobstructed access to a public way. (ok) Chapter 11 - Accessibility 1101.2 Buildings to be designed to this code and ICC A117.1 Chapter 13 - Energy Efficiency 1301.1.1 Design to International Energy Code Chapter 29 – Plumbing Systems T2902.1Places of Worship (Based on New Addition Only - 24 M / 24 W) WC Urinals Lavatories Men 1 / 1 (Ok) 0 / 2 (Ok) 1 / 2 (Ok) Women 1 / 3 (Ok) 0 / 0 (Ok) 1 / 2 (Ok) Chapter 30 Elevators and Conveying Systems 3006.2 Lobby not required for hoist way protection only on more than 3 story buildings. No lobby required on 1 story building. (Ok) General LULA elevator acceptable per conversation with State Elevator inspector and city of Iowa City officials. BLD19-00480 09/13/19 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A001Specifications Faith Baptist Church Addition 1 8 0 2 8 SECTION 024119 SELECTIVE STRUCTURE DEMOLITION GENERAL 1. DEMOLISH AND REMOVE FROM SITE ALL SYSTEMS AND BUILDING COMPONENTS DESIGNATED ON DRAWINGS. DEMOLISH AND REMOVE FROM SITE ALL SYSTEMS AND BUILDING COMPONENTS REQUIRED TO PROVIDE PROJECT AS DESCRIBED BY CONTRACT DOCUMENTS 2. COMPLY WITH GOVERNING CODES AND REGULATIONS. USE EXPERIENCED WORKMEN 3. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN 4. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION SECTION 033000 CAST-IN-PLACE CONCRETE GENERAL 1. COMPLY WITH ASTM C143, C173, C31 AND C39. FOLLOW ACI 301 AND ACI 318 STANDARDS. PRODUCTS 1. CONCRETE MIX, ASTM C94, 28 DAY COMPRESSIVE STRENGTH: 4000 P.S.I. 2. FORMWORK: SMOOTH WOOD, PLYWOOD OR METAL FORMS SUFFICIENT FOR STRUCTURAL AND VISUAL REQUIREMENTS. 3. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED. 4. CONCRETE MATERIALS: ASTM C150 TYPE I PORTLAND CEMENT, POTABLE WATER, ASTM C 33 NORMAL WEIGHT AGGREGATES. EXECUTION 1. CONCRETE FINISHES FOR MONOLITHIC SLABS: A. SMOOTH TROWEL FINISH FOR SURFACES TO BE EXPOSED TO VIEW OR COVERED WITH VINYL TILE. B. NONSLIP BROOM FINISH FOR EXTERIOR CONCRETE PAVING, PLATFORMS, WALKS, RAMPS AND STEPS. 2. INSTALLATION: COMPLY WITH ASTM C94 SECTION 042000 UNIT MASONRY GENERAL 1. SEE DIVISION 5 FOR FURNISHING STEEL LINTELS AND SHELF ANGLES FOR UNIT MASONRY AS REQUIRED 2. SUBMITTALS: PROVIDE SAMPLES FOR ALL MASONRY UNITS AND RELATED MATERIALS ALONG WITH MATERIAL CERTIFICATIONS FOR EACH PRODUCT LISTED. INCLUDE STATMENTS OF MATERIAL PROPERTIES AND COMPLIANCE 3. COMPLY WITH ACI 530.1/ASCE 6/TMS 602. 4. SAMPLE PANEL: CONSTRUCT SAMPLE WALL PANEL APPROXIMATELY 4'X6' TO DEMONSTRATE AESTHETIC AFFECTS AND SET QUALITY STANDARDS FOR MATERIAL AND EXECUTION. 5. COMPLY WITH COLD WEATHER CONSTRUCTION PER ACI 520.1/ASTM 6/TMS 602. PRODUCTS 1. CONCRETE MASONRY UNITS: ASTM C 90, TYPE I, NORMAL WEIGHT A. INTEGRAL WATEr REPELLENT: ADDIMENT, INCORPORATED; BLOCK PLUS W-90, GRACE CONSTRUCTION PRODUCTS, DRY- BLOCK, OR MASTER BUILDER'S, INC.; RHEOPEL B. SPECIAL SHAPES FOR LINTELS, CORNERS, JAMBS, SASH, CONTROL JOINTS, AND OTHER SPECIAL CONDITIONS C. MATCH EXISTING. 2. FACE BRICK: ASTM C 216, GRADE SW, TYPE FBX A. SIZE: 3-5/8"X2-1/4"X7-5/8" B.SOLID BRICK FOR EXPOSED SURFACES FINISHED FOR ENDS OF SILLS AND CAPS C. SPECIAL SHAPES FOR APPLICATIONS WHERE SHAPES PRODUCED BY SAWING WOULD RESULT IN SAWED SURFACES BEING EXPOSED TO VIEW 3. MORTAR AND GROUT A.MORTAR: ASTM C 270, PROPORTION SPECIFICATION I. DO NOT USE MASONRY CEMENT OR PLASTIC CEMENT II. NO NOT USE CALCIUM CHLORIDE OR MASONRY CEMENT III.TYPE "M" - BELOW GRADE OR IN CONTACT WITH EARTH IV.TYPE "S" - REINFORCED MASONRY V.TYPE "S" - ABOVE GRADE, LOAD BEARING AND NON LOAD BEARING VI.COLORED MORTAR: USE THROUGHOUT AS SELECTED BY ARCHITECT (MATCH EXISTING) V.WATER REPELLENT ADDITIVE: MORTAR USED WITH CONCRETE MASONRY UNITS MADE WITH INTEGRAL WATER REPELLENT, USE PRODUCT RECOMMENDED BY MANUFACTURER OF UNITS B. GROUT: ASTM C 476 with 8" TO 11" SLUMP 5. REINFORCEMENT, TIES, AND ANCHORS A. STEEL REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 B. JOINT REINFORCEMENT: ASTM A 951, HOT DIPPED GALVANIZED, 9 GAGE (DUR-O-WAL; DA 3100 - SINGLE WYTHE, DA-3700 - MULTIWYTHE) TO MATCH WALL WIDTH C. VENEER ANCHORS: HOT DIPPED GALVANIZED, 12 GA., TWO PIECE ADJUSTABLE (DUR-O-WAL DA 210/W TRI-TIE*) 6. EMBEDDED FLASHING MATERIALS A. FLASHING: STAINLESS STEEL (.0156 THICK) WITH HEMMED EDGE B. RUBBERIZED ASPHALT SHEET (SELF ADHEREING) 26 MILS THICK MIN. BONDED TO 4 MIL POLYETHYLENE FILM (WR-GRACE; PERMA-BARRIER) 7. MISCELLANEOUS MASONRY ACCESSORIES A. COMPRESSIBLE FILLER: PREMOLDED STRIPS COMPLY WITH ASTM D 1056, GRADE 2A1 B. WEEP HOLES: COTTON SASH CORD ROPES 1/4" X 24" C. LOOSE-GRANULAR PERLITE INSULATION: ASTM C 549, TYPE II or IV D. MASONRY CLEANER: CITRUS TYPE PER MANUF. RECOMMENDATION EXECUTION 1. INSTALL MASONRY UNITS PLUMB, LEVEL, AND TRUE PER BRICK INSTITUTE RECOMMENDATIONS. 2. CUT MASONRY UNITS WITH SAW. INSTALL WITH CUT SURFACES AND EDGES CONCEALED. 3. MIX UNITS FOR EXPOSED MASONRY FROM SEVERAL PALLETS OR CUBES TO PRODUCE UNIFORM BLEND OF COLORS AND TEXTURES. 4. MATCHING EXISTING MASONRY: MATCH COURSING, BONDING, COLOR, AND TEXTURE OF EXISTING MASONRY 5. STOPPING AND RESUMING WORK: RACK BACK UNITS, DO NOT TOOTH 6. FILL CORES IN HOLLOW CONCRETE MASONRY UNITS WITH GROUT 24" UNDER BEARING PLATES, BEAMS, LINTELS, POSTS, AND SIMILAR ITEMS, UNLESS OTHERWISE INDICATED. 7. BUILD NON-LOAD BEARING PARTITIONS FULL HEIGHT LEAVING MIN. 1-1/2" GAP AND INSTALL COMPRESSIBLE FILLER IN JOINT BETWEEN TOP OF PARTITION AND UNDERSIDE OF STRUCTURE ABOVE. 8. TOOL JOINTS SLIGHTLY CONCAVE THEN THUMBPRINT HARD, UNLESS OTHERWISE NOTED. 9. KEEP CAVITIES CLEAN OF MORTAR DROPPINGS AND OTHER MATERIALS DURING CONSTRUCTION. 10. INSTALL LINTELS WITH MINIMUM 8" BEARING AT EACH JAMB 11. INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES, AND OTHER OBSTRUCTIONS TO THE DOWNWARD FLOW OF WATER IN THE WALL, AND WHERE INDICATED. 12. PLACE THRU-WALL FLASHING ON SLOPED BED OF MORTAR AND COVER WITH MORTAR. SEAL PENETRATIONS IN FLASHING BEFORE COVERING. EXTEND FLASHING INTO MASONRY BEYOND OUTSIDE FACE AND TURN UP 8" MIN. 13. TRIM SASH CORD WICKS FLUSH WITH OUTSIDE OF WALL FACE ONCE MORTAR HAS SET UP. 15. CLEAN MASONRY AS WORK PROGRESSES. DO NOT WAIT UNTIL ALL COMPLETE. REMOVE MORTAR FINES AND SMEARS BEFORE TOOLING JOINT 16. PROVIDE SEALANT AND BACKER ROD (SOFT JOINT) AT ALL LOCATIONS WHERE MASONRY MEETS DISSIMILAR MATERIAL. 17. FINAL CLEANING AFTER MORTAR HAS THOROUGHLY CURED. CLEAN EXPOSED MASONRY PER MANUFACTURER'S RECOMMENDATIONS. SECTION 061000 ROUGH CARPENTRY GENERAL 1. PROVIDE ROUGH CARPENTRY FOR FRAMING WITH DIMENSIONAL LUMBER, FURRING, WOOD GROUNDS, NAILERS AND BLOCKING. 2. QUALITY ASSURANCE: CONFORM TO NFPA HOUSE FRAMING MANUAL. PROVIDE APA RATED PLYWOOD AND COMPOSITE PANELS. 3. PROVIDE DATA SUBMITTALS ON TREATED AND FIRE RATED LUMBER. 4. PROVIDE MATERIAL CERTIFICATIONS FOR DIMENSIONAL LUMBER. PRODUCTS 1. LUMBER: A. DOC PS 20 AND APPLICABLE RULES OF GRADING AGENCIES INDICATED. LUMBER GRADED BY AGENCY CERTIFIED BY ALSC BOARD OF REVIEW 2. ENGINEERED PRODUCTS A. PROVIDE ENGINEERED PRODUCTS WITH ALLOWABLE DESIGN STRESSES TO MEET OR EXCEED THOSE INDICATED. 3. TREATED MATERIAL: A. AWPA C2 LUMBER, KILN DRIED, 19%, LABELED B. AWPA C9 PLYWOOD, 15%, LABELED C. APPROVED BY ALSC'S BOARD OF REVIEW D. TREAT AREAS INDICATED AND AS FOLLOWS: i. MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING ii. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE iii. WOOD FRAMING LESS THAN 18" ABOVE GRADE 2. FIRE TREATED MATERIAL A. COMPLY WITH AWPA 20 (LUMBER), AND AWPA C27 (PLYWOOD) B. USE EXTERIOR TYPE FOR EXTERIOR LOCATIONS, USE TYPE A HIGH TEMPERATURE (HT) FOR ALL INTERIOR LOCATIONS UNLESS NOTED OTHERWISE. 3. DIMENSION LUMBER A. S4S, NO. 2 OR BETTER DOUGLAS FIR LARCH, 19% MOISTURE CONTENT B. MARKED WITH GRADE STAMP OF INSPECTION AGENCY OR ARCHITECT APPROVED EQUAL. 4. LVL'S: ASTM D 5456 AND ASTM D 2559 5. PHONE & ELECTRICAL EQUIP. BACKER PANELS: C-D PLYWOOD PLUGGED, FIRE-RETARDANT TREATED, 3/4" 6. FASTENERS: A. SIZE AND TYPE INDICATED B. WHERE EXPOSED TO WEATHER, IN GROUND, TREATED, OR HIGH HUMIDITY: USE HOT-DIPPED GALVANIZED OR STAINLESS STEEL UNLESS NOTED OTHERWISE. C. ALL METALS TO BE COMPATIBLE WITH ADJACENT SURFACES. VERIFY PRIOR TO INSTALLATION. D. POWER DRIVEN FASTENERS: NES NER-272 E. BOLTS: ASTEM A 307, GRADE A WITH ASTM A 563 HEX NUTS 7. METAL FRAMING ANCHORS A. PROVIDE WITH ALLOWABLE DESIGN STRESSES TO MEET OR EXCEED THOSE INDICATED. B. WHERE EXPOSED TO WEATHER, IN GROUND, TREATED, OR HIGH HUMIDITY: USE HOT-DIPPED GALVANIZED OR STAINLESS STEEL UNLESS NOTED OTHERWISE. EXECUTION 1. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTTED. LOCATE NAILERS, BLOCKING AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION. 2. COMPLY WITH AF&PA'S DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION. ALSO COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR ENGINEERED WOOD PRODUCTS. 4. SECURELY FASTEN COMPLYING WITH: A. NES NER-272 FOR POWER DRIVEN FASTENERS B. TABLE 2304.9.1 FASTENING SCHEDULE IN ICC INTERNATIONAL BUILDING CODE. C. TABLE 23-II-B-1, NAILING SCHEDULE, AND TABLE 23-II-B-2, WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE IN UBC SECTION 061753 SHOP-FABRICATED WOOD TRUSSES GENERAL 1. STRUCTURAL PERFORMANCE: PROVIDE METAL-PLATE-CONNECTED WOOD TRUSSES CAPABLE OF WITHSTANDING DESIGN LOADS WITHOUT EXCEEDING TPI 1 DEFLECTION LIMITS 2. SUBMIT SHOP DRAWINGS AND PRODUCT DATA STAMPED AND SEALED BY QUALIFIED PROFESSIONAL ENGINEER AND TRUSS MANUFACTURER 3. FABRICATOR QUALIFICATIONS: SHOP THAT PARTICIPATES IN RECOGNIZED QUALITY-ASSURANCE PROGRAM THAT INVOLVES INSPECTION BY SPIB, TIMBER PRODUCTS INSPECTION, TPI 4. COMPLY WITH TPI 1, "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TPI HIB, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING, AND BRACING METAL PLATE CONNECTED TRUSSES, AND AFPA'S NATIONAL DESIGN SPECS. FOR WOOD CONSTRUCTION AND SUPPLEMENTS. 5. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS. PROVIDE MOST RESTRICTIVE REQUIREMENTS. PRODUCTS 1. LUMBER: DOC PS 20 2. CONNECTOR PLATES: TPI-1, HOT DIPPED GALVANIZED, COMPLYING WITH ASTM A 653/A C53M, G60, NOT LESS THAN .036" OR STAINLESS STEEL. ALSO COMPLY WITH MANUFACTURER'S RECOMMENDATION FOR HUMID INSTALLATIONS. 3. FABRICATE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE UNIFORMITY AND ACCURACY WITH TIGHT JOINTS PER TPI 1. EXECUTION 1. INSTALL AND BRACE PER MANUF. RECOMMENDATIONS AND TPI. INSTALL PLUMB, LEVEL, AND TRUE. 2. COMPLY WITH ANSI AND TPI 1 SECTION 071326 SELF-ADHEREING SHEET MEMBRANE WATERPROOFING GENERAL 1. PROVIDE RUBBERIZED ASPHALT SHEET MEMBRANE WATERPROOFING. 2. SUBMIT PRODUCT DATA, WARRANTY. PRODUCTS 1. SHEET MEMBRANE WATERPROOFING: BITHUTHENE 3000 BY GRACE CONSTRUCTION PRODUCTS OR APPROVED EQUAL. 2. AUXILLARY MATERIALS: COMPATIBLE WITH WATERPROOFING, SO AS TO PROVIDE A COMPLETE WATERPROOFING SYSTEM. 3. DRAINAGE MAT: PROVIDE WR GRACE DRAINAGE MAT SYSTEM IN AREAS AS SHOWN ON DRAWINGS. EXECUTION 1. INSPECT SUBSTRATE AND REPORT UNSATISFACTORY CONDITIONS IN WRITING. BEGINNING WORK MEANS ACCPETANCE OF SUBSTRATE. 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS; CLEAN PRIME AND PREPARE SUBSTRATE. 3. MINIMIZE SEAMS AND SHINGLE OVERLAPS TO SHED WATER. 4. RESTORE OR REPLACE DAMAGED COMPONENTS. PROTECT WORK FROM DAMAGE. SECTION 072100 THERMAL INSULATION GENERAL 1. SUBMIT PRODUCT DATA 2. FLAME SPREAD INDEX OF 25 OR LESS, SMOKE DEVELOPED INDEX 450 OR LESS PRODUCTS 1. EXTRUDED POLYSTYRENE: ASTM C 578, TYPE IV, FLAME SPREAD INDEX OF 75 OR LESS 2. MINERAL-FIBER-BLANKET INSULATION: ASTM C 612, TYPE I, UNFACED, FIBERS OF GLASS, SLAG, OR ROCK WOOL, NOMINAL DENSITY OF 1.5 LB/CU.FT., FLAME SPREAD 25 OR LESS 3. GLASS-FIBER LOOSE-FILL INSULATION: ASTM C 764, TYPE 1 PNEUMATIC, FLAME SPREAD 25 OR LESS 4. VAPOR RETARDER: POLYETHYLENE, 6 MIL WALLS AND CEILINGS, 8 MIL SLABS 5. SOUND BATT INSULATION: GLASS-FIBER SOUND BATT INSULATION TO FILL WALL CAVITIES AS NOTED EXECUTION 1. INSTALL IN AREAS AND THICKNESSES AS SHOWN 2. CUT AND FILL TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS 3. LOOSE FILL TO COMPLY WITH ASTM C 1015 4. EXTEND VAPOR RETARDER TO ALL EXTREMETIES, TAPE AND OVERLAP JOINTS 5. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. SECTION 072700 WEATHER BARRIERS GENERAL 1. PROVIDE WEATER BARRIER 2. SUBMIT PRODUCT DATA PRODUCTS 1. WEATER BARRIER: DUPONT TYVEK COMMERCIALWRAP 2. "DRAINAGE-TYPE" AIR INFILTRATION BARRIER DUPONT TYVEK STUCCOWRAP EXECUTION 1. INSTALL IN LOCATIONS SHOWN 2. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. SECTION 061053 MISCELLANEOUS ROUGH CARPENTRY GENERAL 1. SUBMIT MODEL CODE EVALUATION REPORTS FOR TREATED WOOD PRODUCTS 1. LUMBER: PROVIDE DRESSED LUMBER, S4S, 19% MAX. MOISTURE CONTENT FOR 2" NOMINAL THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY. 2. WOOD STRUCTURAL PANELS: DOC PS 2, PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE PLYWOOD IS INDICATED. COMPLY WITH "CODE PLUS" PROVISIONS IN APA FORM NO. E3OK. 3. TREATED MATERIAL: A. AWPA C2 LUMBER, 19%, LABELED B. AWPA C9 PLYWOOD, 15%, LABELED C. APPROVED BY ALSC'S BOARD OF REVIEW D. TREAT AREAS INDICATED AND AS FOLLOWS: i. MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING ii. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE iii. WOOD FRAMING LESS THAN 18" ABOVE GRADE 4. FIRE RETARDANT TREATED MATERIALS: A. COMPLY WITH AWPA C20 (LUMBER), AWPA C27 (PLYWOOD), LABELED BY A TESTING AND INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. USE INTERIOR TYPE A, HIGH TEMPERATURE (HT), UNLESS NOTED OTHERWISE. 3. SHEATHING: A. PLYWOOD (FASCIA): EXTERIOR, STRUCTURAL I B. ORIENTED-STRAND-BOARD: (WALLS & ROOF) EXPOSURE 1, STRUCTURAL I C. PHONE & ELECTRICAL EQUIP. BACKER PANELS: C-D PLYWOOD PLUGGED, FIRE-RETARDANT TREATED, 3/4" 4. MISCELLANEOUS: A. ALL FASTENERS TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL UNLESS NOTED OTHERWISE. ALL METALS TO BE COMPATIBLE WITH ADJACENT SURFACES. VERIFY PRIOR TO INSTALLATION. B. METAL FRAMING ANCHORS: HOT-DIPPED GALVANIZED STEEL OF CAPACITY, TYPE, AND SIZE INDICATED. C. BUILDING PAPER (ROOFING FELT): 15# ASPHALT FELT 5. INTERIOR PARTITION FRAMING: STUD GRADE 6. OTHER FRAMING: DOUGLAS FIR; CONSTRUCTION OR NO. 2 GRADE AND BETTER 7. INTERIOR WOOD TRIM: CLEAR, KILN DRIED HARD WOOD 8. MISCELLANEOUS LUMBER: STUD GRADE FOR NAILERS, BLOCKING, AND SIMILAR MEMBERS EXECUTION 1. WOOD FRAMING: COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF APA DESIGN AND CONSTRUCTION GUIDE. 3. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTTED. LOCATE NAILERS, BLOCKING AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION. 4. SECURELY FASTEN COMPLYING WITH THE FOLLOWING: A. CABO NER-272 FOR POWER DRIVEN FASTENERS B. TABLE 23-II-B-1, NAILING SCHEDULE, AND TABLE 23-II-B-2, WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE IN UBC 5. COUNTERSINK NAIL/SCREW HEADS ON EXPOSED CARPENTRY WORK AND FILL HOLES WITH WOOD FILLER. 6. INSTALL PANEL PRODUCTS TO COMPLY WITH RECOMMENDATIONS AND "CODE PLUS" PROVISIONS IN APA FORM NO. E30K. 7. INSTALL WOOD TRIM WITH MIN. NUMBER OF JOINTS PRACTICAL, USING FULL-LENGTH PIECES FROM MAX. LENGTHS OF LUMBER AVAILABLE. COPE AT RETURNS AND MITER CORNERS TO PRODUCE TIGHT FITTING JOINTS WITH FULL SURFACE CONTAT THROUGHOUT LENGTH OF JOINT. USE SCARF JOINT FOR END TO END JOINTS. A. MATCH COLOR AND GRAIN ACROSS JOINTS B. INSTALL TRIM AFTER GYP. BD. JOINT FINISHING C. INSTALL TO TOLERANCE OF 1/8" IN 96" LEVEL AND PLUMB D. INSTALL ADJOINING TRIM WITH 1/32" MAX. OFFSET FOR FLUSH INSTALLATION AND 1/16" MAX. OFFSET FOR REVEAL INSTALLATION. SECTION 073113 ASPHALT SHINGLES GENERAL 1. SUBMITTALS: SAMPLES AND PRODUCT DATA 2. BUNDLES MARKED WITH APPROPRIATE UL LISTING 3. WARRANTY: 40 YEAR, CLASS A RATING 4. COMPLY WITH NRCA PRODUCTS 1. SHINGLES: FIBERGLASS, ASTM D 3462, LAMINATED STRIP, MULTI-PLY OVERLAY CONSTRUCTION, MINERAL GRANULE, SELF SEALING, STRAIGHT CUT BUTT EDGE 2. FELT: 30 #, ASPHALT-SATURATED ORGANIC FELTS, ASTM D 226, TYPE 1 3. ICE WATER SHIELD: ASTM D 1970, SBS-MODIFIED ASPHALT, MINERAL- GRANULE WITH RELEASE PAPER BACKING, COLD APPLIED 4. RIDGE VENT: SHINGLE OVER STYLE, RIGID UV-STABALIZED PLASTIC VENT WITH NONWOVEN GEOTEXTILE FILTER STRIPS 5. ROOFING NAILS: HOT DIPPED GALVANIZED OR STAINLESS STEEL PENETRATE MIN. 3 / 4" INTO SHEATHING 6. FLASHING (PER SMACNA) A. SHEET METAL: PREFINISHED METAL (SEE SECTION 076200) B. DRIP EDGE: ODET44 STYLE, 1-3 / 4" FACE, 2-3 / 4" DECK, .016 THICK C. FASCIA: .040 THICKNESS D. RAKE: .040 THICKNESS E. CANOPIES: .050 THICKNESS F. GUTTERS AND DOWNS: .040 THICKNESS G. VALLEYS: OPEN, V PROFILE, .O40 THICKNESS H. SCUPPERS: .040 THICKNESS EXECUTION 1. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS (STAIR STEPPED) 2. COMPLY WITH ARMA AND NRCA 3. APPLY UNDERLAYMENT AT ALL EAVES, RAKES FROM EDGES OF ROOF TO AT LEAST 24" INSIDE EXTERIOR WALL, PARAPETS, & VALLEYS 4. INSTALL OPEN VALLEYS PER ARMA AND NRCA. 5. INSTALL FIRST AND REMAINING COURSES IN STAIR STEPPING DIAGONAL PATTERN ACROSS ROOF DECK WITH MANUFACTURER'S RECOMMENDED OFFSET AT SUCCEEDING COURSES, MAINTAIN UNIFORM EXPOSURE SECTION 076200 SHEET METAL FLASHING AND TRIM GENERAL 1. SUBMIT PRODUCT DATA, SHOPS DRAWINGS, AND SAMPLES 2. COMPLY WITH SMACNA AND NRCA 3. COORDINATE INSTALLATION OF FLASHING WITH ADJOINING CONSTRUCTION TO PROVIDE LEAKPROOF, SECURE, AND NONCORROSIVE INSTALLATION PRODUCTS 1. FLASHING (PER SMACNA) A. SHEET METAL: PREFINISHED ALUMINUM B. DRIP EDGE: ODET44 STYLE, 1-3 / 4" FACE, 2-3 / 4" DECK, .016 THICK C. FASCIA: .040 THICKNESS D. RAKE: .040 THICKNESS E. CANOPIES: .050 THICKNESS F. GUTTERS AND DOWNS: .040 THICKNESS G. VALLEYS: OPEN, V PROFILE, .O40 THICKNESS H. SCUPPERS: .040 THICKNESSSHEET METAL I. COLUMN WRAPS: ANOD. ALUMINUM .050 TO MATCH STOREFRONT EXECUTION 1. FABRICATE AND INSTALL PER SMACNA RECOMMENDATIONS 2. JOINTS TO BE CLEAN, SOLID, AND WATER TIGHT 3. SECURE FLASHINGS TO FMG LOSS 1-49 4. ALLOW OVERLAP FOR EXPANSION AND CONTRACTION 5. SEPARATE NONCOMPATIBLE METALS AND SUBSTRATES WITH INERT MATERIAL (COATING OF ASPHALT MASTIC) 6. INSTALL PER SMACNA RECOMMENDATIONS SECTION 079200 JOINT SEALANTS GENERAL 1. PROVIDE JOINT SEALERS AT INTERIOR AND EXTERIOR VERTICAL AND HORIZONTAL JOINTS. 2. SUBMIT FOR APPROVAL SAMPLES, PRODUCT DATA 3. PROVIDE TEST INSTALLATION AT ALL LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLING THROUGHOUT PROJECT. 4. WARRANTY: TWO YEARS MINIMUM ALL INSTALLATIONS. PRODUCTS 1. EXTERIOR AND INTERIOR JOINTS AT CMU: ONE OR TWO PART ELASTOMERIC URETHANE JOINT SEALANT, ASTM C 920, TYPE S, GRADE NS, CLASS 25, USES; NT, M, A, & O. 2. EXTERIOR AND INTERIOR JOINTS AT ALUMINUM STORE FRONT FRAMING AND BRAKE METAL FLASHING: ONE OR TWO PART ELASTOMERIC URETHANE JOINT SEALANT, ASTM C 920, TYPE 2, GRADE NS, CLASS 25, USES; NT, M, A, & O. 3. EXTERIOR AND INTERIOR TRAFFIC BEARING: ONE OR TWO PART POURABLE ELASTOMERIC URETHANE JOINT SEALANT, ASTM C 920, TYPE S, GRADE P, CLASS 25, USES; T, M, G, A, & O. 4. INTERIOR JOINTS AT PLUMBING FIXTURES: ONE PART MILDEW RESISTANT SILICON SEALANT, ASTM C 920, TYPE S, GRADE NS, CLASS 25, USES NT, G, A, AND O FORMULATED WITH FUNGICIDE. 5. INTERIOR JOINTS IN VERTICAL AND OVERHEAD SURFACES WITH LIMITED MOVEMENT: LATEX JOINT SEALANT, ACRYLIC EMULSION, ASTM C834. 6. MISCELLANEOUS MATERIALS: A. CLOSED CELL BACKER ROD B. COMPATIBLE CLEANERS AS RECOMMENDED BY MANUFACTURER. C. MASKING EXECUTION 1. INSTALLATION: EXAMINE SUBSTRATE; REPORT UNSATISFACTORY C ONDITIONS IN WRITING. BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATES. PROVIDE SEALANTS IN COLORS AS SELECTED FROM MANUFACTURER'S STANDARDS. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. 2. INSTALL SEALANT AT ALL LOCATIONS OF DISSIMILAR MATERIALS AS SHOWN IN CONSTRUCTION DOCUMENTS. BLD19-00480 09/13/19 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A002Specifications Faith Baptist Church Addition 1 8 0 2 8 SECTION 085200 WOOD WINDOWS GENERAL 1. SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS, AND COLOR SAMPLES. B.QUALITY STANDARD: COMPLY WITH AAMA/NWWDA 101/I.S.2. PRODUCTS 1. WOOD WINDOWS A. PROVIDE ALUMINUM-CLAD WOOD WINDOWS. B. TRIM: PROVIDE INDICATED TRIM, MATCHING MATERIAL AND FINISH OF FRAME MEMBERS. C. THERMAL TRANSMITTANCE: PROVIDE UNITS WITH A WHOLE- WINDOW U-VALUE OF 0.35 OR LOWER AT 15-MPH EXTERIOR WIND VELOCITY PER AAMA 1503. D. EXTERIOR COLOR: WHITE. E. GLAZE UNITS WITH CLEAR, LOW-E COATED, SEALED INSULATING GLASS, COMPLYING WITH DIVISION 8 SECTION "GLAZING." EXECUTION 1. INSTALLATION A. SET UNITS LEVEL, PLUMB, AND TRUE TO LINE, WITHOUT WARP OR RACK OF FRAMES AND PANELS AND ANCHOR SECURELY IN PLACE. B. SET SILL MEMBERS IN BED OF SEALANT OR WITH GASKETS, AS INDICATED, TO PROVIDE WEATHERTIGHT CONSTRUCTION. C. ADJUST OPERATING PANELS, SCREENS, AND HARDWARE FOR SMOOTH OPERATION AND WEATHERTIGHT CLOSURE. LUBRICATE HARDWARE AND MOVING PARTS. SECTION 087100 DOOR HARDWARE GENERAL 1. PROVIDE HARDWARE FOR DOORS AS SHOWN. 2. SUBMIT SHOP DRAWINGS AND SCHEDULES FOR ALL HARDWARE GROUPINGS. PRODUCTS 1. SCHLAGE OR SARGEANT: TYPE 1 MORTISE LOCKS 2. FINISH: MATCH EXISTING EXECUTION 1. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. SECTION 088000 GLAZING GENERAL 1. PROVIDE GLAZING AS SHOWN ON DRAWINGS. SUBMIT FOR APPROVAL SHOP DRAWINGS PRODUCT DATA AND WARRANTY. PRODUCTS 1. EXTERIOR WINDOWS AND SIDELIGHTS: 1" INSULATED GLASS WITH 1/4" PLATE EACH SIDE, CLEAR (TEMPERED AS SHOWN) EXECUTION 1. COMPLY WITH FGMA "GLAZING MANUAL" AND MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. USE MANUFACTURER'S RECOMMENDED SPACERS, BLOCKS, PRIMERS SEALERS, GASKETS AND ACCESSORIES. SECTION 092900 GYPSUM BOARD GENERAL 1. PROVIDE GYPSUM BOARD ASSEMBLIES AS SHOWN. GYPSUM BOARD ATTACHMENT: SCREW ATTACHED TO FRAMING. TOLERANCES: NOT MORE THAN 1/16" DIFFERENCE IN TRUE PLANE AT JOINTS BETWEEN ADJACENT BOARDS BEFORE FINISHING, AFTER FINISHING JOINTS SHALL NOT BE VISIBLE AND NOT MORE THAN 1/8" IN 10 FEET DEVIATION FROM TRUE PLANE, PLUMB, LEVEL AND PROPER RELATION TO ADJACENT SURFACES IN FINISHED WORK. PRODUCT 1. GYPSUM WALL BOARD: ASTM C36, FIRE RATED, 5/8" THICKNESS. 2. JOINT SYSTEM: ASTM C 475 AND ASTM C 840, 4-COAT SYSTEM, PAPER TAPE 3. TRIM ACCESSORIES: GALVANIZED STEEL CORNER BEAD, L-BEAD AND CONTROL JOINTS. 4. VAPOR RETARDER: (2) LAYERS 8 MIL CLEAR POLYETHYLENE SHEET ON CEILINGS. EXECUTION 1. INSTALL GYPSUM BOARD ASSEMBLIES IN COMPLIANCE WITH ASTM C840 AND GA 216, "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD". INSTALL GYPSUM BOARD ASSEMBLIES TRUE, PLUMB, LEVEL AND IN PROPER RELATION TO ADJACENT SURFACES. PROVIDE CONTINUOUS VAPOR RETARDER AT CEILINGS AND EXTERIOR WALLS. INSTALL TRIM AND 4-COAT JOINT TREATMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. JOINT TREATMENT IS REQUIRED AT ALL FASTENERS AND EDGED BETWEEN BOARDS. FILL ALL EXISTING AND NEW SURFACE DEFECTS. SAND BETWEEN AND AFTER JOINT TREATMENT COATINGS AND LEAVE SMOOTH READY FOR FINISH PAINTING OR WALL TREATMENT. SECTION 095113 ACOUSTICAL PANEL CEILINGS GENERAL 1. PROVIDE ACOUSTICAL LAY-IN PANEL CEILINGS, TRIM AND EXPOSED METAL SUSPENSION GRID 2. SUBMIT FOR APPROVAL SAMPLES, PRODUCT DATA, EXTRA STOCK PRODUCTS 1. PANELS: ARMSTRONG 24" X 24" ULTIMA, BEVELED TEGULAR EDGE 2. DIRECT-HUNG SUSPENSION SYSTEM: ARMSTRONG 9/16" EXPOSED TEE GRID SYSTEM EXECUTION 1. INSTALL MATERIALS AND SUSPENSION SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, ASTM C636 AND APPROVED SUBMITTALS 2. LEVEL CEILING TO WITHIN 1/8" IN 10' IN BOTH DIRECTIONS 3. MEASURE AND LAYOUT TO AVOID LESS THAN HALF PANEL UNITS 4. PROVIDE WRAPPED AND LABELED MAINTENANCE STOCK OF NEW MATERIAL EQUAL TO 2 PERCENT OF CEILING PANELS, TILE AND SUSPENSION INSTALLED SECTION 081113 HOLLOW METAL DOORS AND FRAMES GENERAL 1. SUBMIT PRODUCT DATA AND DOOR SCHEDULE 2. COMPLY WITH ANSI A 250.8 3. FIRE RATED DOOR ASSEMBLIES: NFPA 80, TESTED PER NFPA 252, AND LABELED / LISTED BY UL PRODUCTS 1. MATERIALS A. HOT-ROLLED STEEL SHEETS: ASTM A 1011/A 1011M B. COLD-ROLLED STEEL SHEETS: ASTM A 1008/A 1008M OR ASTM A 62OA / 620M C. GALVANIZED STEEL SHEETS: ASTM 653/A 653/M, A40 COATING 2. STEEL DOORS A. COMPLY WITH ANSI 250.8 FOR LEVEL AND MODEL AND ANSI A250.4 FOR PHYSICAL ENDURANCE LEVEL INDICATION, 1-3/4 THICK B. INTERIOR: COMPLY WITH HMMA 861, STANDARD DUTY, CLASS IV, MODEL 1, FULL FLUSH, 16 GA. FACE SHEETS C. EXTERIOR: COMPLY WITH HMMA 862, HEAVY DUTY, CLASS IV, MODEL 1 FULL FLUSH, 14 GA. GALVANIZED FACE SHEETS D. DOOR LOUVER: SIGHT / LIGHT PROOF PER SDI 111C. 3. FRAMES A. COMPLY WITH ANSI A250.8; CONCEALED FASTENING B. STEEL SHEETS FOR INTERIOR: 14 GA. C. STEEL SHEETS FOR EXTERIOR: 12 GA. GALVANIZED D. ALL FRAMES TO BE MITERED AND COPED WITH CONTINUOUS WELDED CORNERS. NO KNOCK DOWN FRAMES ALLOWED 4. GLAZING STOPS: A. NON REMOVABLE STOPS ON OUTSIDE OF EXTERIOR DOORS AND ON SECURE SIDE OF INTERIOR DOORS B. SCREW APPLIED, REMOVABLE, GLAZING STOPS ON INSIDE 5. DOOR SILENCERS: THREE PER STRIKE JAMBS AND TWO ON HEAD 6. PLASTER GUARDS: PROVIDE WHERE MORTAR MIGHT OBSTRUCT HARDWARE OPERATION. 7. DOORS AND FRAMES TO BE FACTORY PREPPED FOR HARDWARE ACCORDING TO ANSI A250.6 AND ANSI A115 SERIES STANDARDS 8. SUPPORTS AND ANCHORS: NOT LESS THAN .042" GALVANIZED SHEET 9. DOORS AND FRAMES TO BE REINFORCED TO RECEIVED SURFACE APPLIED HARDWARE. 10. PRIME FINISH DOORS AND FRAMES WITH MANUFACTURER'S FACTORY APPIED COAT OF RUST-INHIBITING PRIMER COMPLYING WITH ANSI A250.10 FOR ACCEPTANCE CRITERIA EXECUTION 1. PLACE STEEL FRAMES TO COMPLY WITH SDI 105 (NFPA 80 FOR FIRE RATED OPENINGS) 2. INSTALL DOORS TO COMPLY WITH ANSI 250.8. SHIM AS REQUIRED TO COMPLY WITH SKI 122 AND ANSI/DHI A115.1G 3. INSTALL DOORS AND FRAMES PLUMB, LEVEL, AND TRUE, FREE OF DENTS, SCRATCHES, AND MARKS. 4. REMOVE PROTECTIVE WRAPPINGS FROM DOORS AND FRAMES FOLLOWING INSTALLATION. TOUCH UP PRIMER. SECTION 081416 FLUSH WOOD DOORS GENERAL 1. PROVIDE SOLID CORE FLUSH WOOD DOORS. SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS, PRODUCT DATA AND WARRANTY. 2. COMPLY WITH QUALITY STANDARDS: NWWDAI.S. 1A AND AWI ARCHITECTURAL QUALITY STANDARDS. PRODUCTS 1. INTERIOR SOLID CORE WOOD DOOR: A. GRADE: PREMIUM B. CONSTRUCTION: 5 PLY CONSTRUCTION WITH PARTICLE BOARD CORE 1 3/4" THICK. C. FINISH TRANSPARENT FINISH ON PLAIN SLICED MAPLE FACES. D. FITTING: JOB SITE FIT DOORS E. FACTORY FINISH: TRANSPARENT FINISH, CATALYZED LACQUER. EXECUTION 1. INSTALLATION TO COMPLY WITH NWMA I.S.1A. 2. PREFIT DOORS TO FRAMES. 3. PREMACHINE DOORS FOR HARDWARE LISTED ON FINAL SCHEDULES. 4. FACTORY BEVEL DOORS. 5. INSTALL DOORS WITH NOT MORE THAN 1/8" CLEARANCE AT TOP AND SIDES, 1/2" AT BOTTOM. 6. ADJUST, CLEAN AND PROTECT. SECTION 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS GENERAL 1. PROVIDE ALUMINUM EXTERIOR STOREFRONT AND ALUMINUM INTERIOR ENTRANCE DOOR AND STOREFRONTS. 2. SUBMIT FOR APPROVAL SHOP DRAWINGS PRODUCT DATA AND WARRANTY. 3. COMPLY WITH AAMA 2605 PRODUCTS 1. EXTERIOR STOREFRONT: A. FRAMING: KAWNEER 451 T (OR ARCHITECT APPROVED EQUAL) B. DOORS: 350 MEDIUM STILE C. 1" INSULATED CLEAR GLAZING, TEMPERED WHERE REQUIRED D. FINISH: PERMADONIC CLASS I 2. HARDWARE (HW-1): A. PULLS: CO-12 B. PUSH: CP-II C. HINGES: PIVOTS TOP, BOTTOM, AND INTERMEDIATE D. CLOSER: LCN 4040 E. THRESHOLD: ALUM. WITH HEAVY DUTY SWEEP F. LOCK: CYLINDER LOCK G. PANICS: DOROMATIC 1590 EXECUTION 1. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS SECTION 096513 RESILIENT BASE AND ACCESSORIES GENERAL 1. PROVIDE RESILIENT WALL BASE AND RESILIENT WALL BASE ACCESSORIES. SUBMIT FOR APPROVAL SAMPLES, PRODUCT DATA, EXTRA STOCK. 2. PROVIDE RESILIENT STAIR TREADS. PRODUCTS 1. RESILIENT BASE: MANUFACTURERS: JOHNSONITE OR BURKE MERCER 4" VINYL WALL COVE BASE 0.125" THICK. ADHESIVES: WATER RESISTANT TYPE. 2. RESILIENT STAIR TREADS: A. TYPE TS RUBBER, VULCANIZED THERMOSET. B. SURFACE DESIGN: RAISED-DISC. C. NOSING STYLE: SQUARE. D. SIZE: LENGTHS AND DEPTHS TO FIT EACH STAIR TREAD IN ONE PIECE. E. RISERS: SMOOTH, FLAT, FULL HEIGHT AND LENGTH OF RISER; BY SAME MANUFACTURER AS TREADS AND RECOMMENDED BY MANUFACTURER FOR INSTALLATION WITH TREADS. F. COLORS AND PATTERNS: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS. EXECUTION 1. INSTALL BASE AND ACCESSORIES TO MINIMIZE JOINTS. INSTALL WITH JOINTS AS FAR FROM CORNERS AS PRACTICAL. CLEAN, POLISH AND PROTECT 2. USE STAIR-TREAD-NOSE FILLER TO FILL NOSING SUBSTRATES THAT DO NOT CONFORM TO TREAD CONTOURS. SECTION 096519 RESILIENT TILE FLOORING GENERAL 1. PROVIDE RESILIENT FLOORING. SUBMIT FOR APPROVAL SAMPLES, PRODUCT DATA AND EXTRA STOCK PRODUCTS 1. VINYL COMPOSITION FLOORING: MANUFACTURER: ARMSTRONG WORLD INDUSTRIES 12"X12" VINYL COMPOSITION TILE 1/8" THICK. PROVIDE TWO COLORS TO BE ARRANGED IN PATTERN SELECTED BY ARCHITECT. PROVIDE VINYL TRANSITION STRIPS WHERE VINYL COMPOSITION FLOORING MEETS THRESHOLDS OR FLOORS OF DIFFERENT MATERIALS EXECUTION 1. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PREPARE SURFACE BY CLEANING, LEVELING AND PRIMING AS REQUIRED TEST ADHESIVE FOR BOND BEFORE GENERAL INSTALLATION. LEVEL TO 1/8" IN 10 ' TOLERANCE. INSTALL TILE WITH TIGHT JOINTS AND WITH ONE-WAY PATTERN. FOLLOW ARCHITECT'S TWO COLOR PATTERN. LAYOUT TO PREVENT LESS THAN 1/2 TILE UNITS. CLEAN, POLISH AND PROTECT. SECTION 096813 TILE CARPETING GENERAL 1. PROVIDE SAMPLES, PRODUCT DATA, AND SHOPS OF INSTALLATION 2. PROVIDE EXTRA STOCK (5% OF EACH TYPE OF CARPET IN UNOPENED CASES) PRODUCTS 1. TBD EXECUTION 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 2. USE MANUFACTURER'S APPROVED ADHESIVES. 3. CONFIRM / PROVIDE APPROPRIATE SUBSTRATE PRIOR TO I NSTALLATION 4. PROVIDE TIGHT CLEAN CONSISTENT INSTALLATION\ 5. COMPLY WITH CRI 104, SECTION 13, "CARPET MODULES (TILES)." SECTION 099100 PAINTING GENERAL 1. PROVIDE PAINTING AND SURFACE PREPARATION FOR INTERIOR UNFINISHED SURFACES AS SCHEDULED. PROVIDE REPAINTING AND SURFACE PREPARATION AT AREAS OF REMODELING. SUBMIT FOR APPROVAL SAMPLES, PRODUCT DATA, 4'X4' MOCKUPS AND EXTRA STOCK. COMPLY WITH VOC AND ENVIRONMENTAL REGULATIONS. PRODUCTS 1. MANUFACTURERS: SHERWIN WILLIAMS OR APPROVED EQUAL. FIRST LINE COMMERCIAL PRODUCTS FOR ALL COATING SYSTEMS EXECUTION 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, PRIMING AND COATING WORK. CLEAN UP, TOUCH UP AND PROTECT WORK. 2. INTERIOR PAINT SCHEDULE: A. CMU: 1 COAT BLOCK FILLER, 2 COATS SEMI GLOSS LATEX FINISH (ON ALL EXPOSED CMU WALLS) B. CMU: 1 COAT BLOCK FILLER, 1 COAT SEMI GLOSS LATEX FINISH (ON WALLS COVERED WITH PLASTIC PANEL LINER) C. GYPSUM DRYWALL: 1 COAT LATEX PRIMER, 2 COATS LATEX FINISH (ALL GYPSUM CEILINGS EXPOSED AND UNEXPOSED) SECTION 102113 TOILET COMPARTMENTS GENERAL 1. PROVIDE SHOP DRAWINGS AND SUBMITTALS PRODUCTS 1. MANUFACTURER: HADRIAN OR ARCHITECT APPROVED EQUAL 2. MATERIALS: A. FLOOR MOUNT, OVERHEAD BRACED STEEL POWDER COATED PARTITIONS. B. STAINLESS STEEL PILASTER SHOES AND SLEEVES, 3" MINIMUM. C. INTERNALLY REINFORCED FOR HARDWARE, ACCESSORIES, GRAB BARS. D. DOORS: 24" WIDE IN-SWINGING DOORS FOR STANDARD TOILET. COMPARTMENTS. 36" WIDE DOORS WITH MINIMUM 32" CLEAR OPENING FOR ACCESSIBLE COMPARTMENTS. E. DOOR HARDWARE: COMPLY WITH ACCESSIBILITY REQUIREMENTS. EXECUTION: 1. PER MANUFACTURER'S RECOMMENDATIONS. SECTION 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES GENERAL 1. PROVIDE SHOP DRAWINGS AND SUBMITTALS PRODUCTS 1. MANUFACTURER: BOBRICK OR ARCHITECT APPROVED EQUAL 2. ITEMS: A. TOILET PAPER DISPENSER: B2888 B. MIRROR: B165-24X36 C. PAPER TOWELS: B262 D. SOAP: B2111 E. GRAP BARS: B-6806 SERIES EXECUTION: 1. PER MANUFACTURER'S RECOMMENDATIONS. SECTION 104416 FIRE EXTINGUISHERS AND CABINETS GENERAL 1. PROVIDE FIRE EXTINGUISHERS AND CABINETS AS SHOWN ON PLANS. SUBMIT FOR APPROVAL SHOP DRAWINGS AND PRODUCT DATA. PRODUCTS 1. MANUFACTURERS: J.L. INDUSTRIES, LARSEN'S MANUFACTURING OR APPROVED EQUAL. TYPE: PER CITY FIRE DEPARTMENT'S REQUIREMENT. CABINETS: SEMI-RECESSED. DOORS: ENAMELED STEEL, BAKED ENAMEL FINISH. EXECUTION 1. INSTALL FIRE EXTINGUISHERS IN PUBLIC AREAS PLUMB AND LEVEL AT HEIGHTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. SECTION 221000 PLUMBING GENERAL 1. PROVIDE PLUMBING SYSTEMS INCLUDING SUPPLY, WASTE AND VENT SYSTEMS FOR SINKS. PROVIDE NEW SERVICE TO ACCOMMODATE WORK. SUBMIT FOR APPROVAL PRODUCT DATA, FIXTURE CUTS, OPERATING AND MAINTENANCE DATA AND RECORD DOCUMENTS. COMPLY WITH GOVERNING CODES AND REGULATIONS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. ARRANGEMENT OF SYSTEMS INDICATED ON DRAWINGS IS DIAGRAMMATIC AND INDICATES THE MINIMUM REQUIREMENTS FOR PLUMBING WORK. CONTRACTOR RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. PRODUCTS 1. PROVIDE PLUMBING SYSTEM COMPONENTS AND ALL REQUIRED ACCESSORIES INCLUDING SHUTOFFS AND CLEAN-OUTS. 2. SANITARY, WASTE AND VENT PIPING: COMPLY WITH GOVERNING CODES AND AUTHORITIES HAVING JURISDICTION. 3. HOT AND COLD WATER PIPING: TYPE L SEAMLESS HARD DRAWN COPPER TUBING ASSEMBLED WITH SOLDER FITTINGS. SUPPORT PIPING WITH GRADE TO DRAIN TO DRAIN-OFF COCKS. 4. COVERING AND INSULATION: FOR DOMESTIC HOT AND COLD WATER PIPING PROVIDE 1/2" FLEXIBLE FOAMED TUBING BY OWNERS CORNING OR ARMSTRONG 1/2" ARMAFLEX OR APPROVED EQUAL. EXECUTION 1. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. VENT ALL FIXTURES. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE FOR EXPOSED WORK. COORDINATE WITH THE WORK OF OTHER SECTIONS. COMPLY WITH APPLICABLE REGULATIONS AND CODE REQUIREMENTS. INSTALL SHUTOFF VALVES ON EACH PIECE OF EQUIPMENT ON BOTH HOT AND COLD WATER SUPPLY. INSTALLER SHALL BE LICENSED FOR BOILER INSTALLATIONS AND SHALL COMPLY WITH ALL GOVERNING CODES. SECTION 231000 HEATING, VENTILATING AND AIR CONDITIONING GENERAL 1. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. ARRANGEMENT OF SYSTEMS INDICATED ON DRAWINGS IS DIAGRAMMATIC AND INDICATES THE MINIMUM REQUIREMENTS FOR MECHANICAL WORK. TAKE FIELD MEASUREMENTS BEFORE FABRICATION. CONTRACTOR RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. PRODUCTS 1. SHEET METAL WORK AND ACCESSORIES: COMPLY WITH SMACNA DUCT MANUAL AND SHEET METAL CONSTRUCTION FOR VENTILATING AND AIR- CONDITIONING SYSTEMS. 2. GRILLES AND REGISTERS EXECUTION 1. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. SECTION 265000 ELECTRICAL GENERAL 1. PROVIDE POWER, LIGHTING, TELEPHONE, DATA OUTLETS AND WIRING. PROVIDE EXIT AND EMERGENCY LIGHTING. 2. PROVIDE WIRING, CONDUITS, OUTLET BOXES, RECEPTACLES, LIGHTING FIXTURES, SWITCHES AND RACEWAYS AND ALL ACCESSORIES. 3. PROVIDE NEW SERVICE TO ACCOMMODATE WORK. 4. COORDINATE SCHEDULE OF TELEPHONE AND DATA OUTLET COMPLETION WITH OWNER'S COMMUNICATIONS REQUIREMENTS AND INSTALLER AS APPLICABLE. 5. SUBMIT FOR APPROVAL CIRCUIT DIAGRAMS, PRODUCT DATA, OPERATING AND MAINTENANCE DATA AND RECORD DOCUMENTS. 6. ARRANGEMENT OF SYSTEMS INDICATED ON DRAWINGS IS DIAGRAMMATIC AND INDICATES THE MINIMUM REQUIREMENTS FOR ELECTRICAL WORK. SITE CONDITIONS SHALL DETERMINE ACTUAL ARRANGEMENT OF CONDUITS, BOXES AND SIMILAR ITEMS. TAKE FIELD MEASUREMENTS BEFORE FABRICATION. CONTRACTOR RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. EXECUTION 1. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE FOR EXPOSED WORK. COORDINATE WITH THE WORK OF OTHER SECTIONS. COMPLY WITH APPLICABLE REGULATIONS AND CODE REQUIREMENTS. 2. COMPLY WITH NATIONAL ELECTRICAL CODE AND BUILDING CODE REQUIREMENTS. MAINTAIN CONTINUITY OF CIRCUITS REQUIRED TO SUPPLY NEW OR EXISTING EQUIPMENT IN SERVICE. 3. INSTALL THERMOSTATS UNIFORM HEIGHT ABOVE FLOOR. 4. TEST ALL SYSTEMS FOR PROPER OPERATION. LABEL CIRCUITS IN ELECTRICAL PANELS. BLD19-00480 09/13/19 VILLAGE GREEN PART IX PRIVATE OPEN SPACES VILLAGE ROADD (319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE SITE LAYOUT AND DIMENSION PLAN 1 1"=20' GRAPHIC SCALE IN FEET 0 1"=20' 2 5 10 15 20 MAJOR SITE PLANFAITH BAPTIST CHURCH 1251 VILLAGE ROAD DRAFT THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF IOWA CITY REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. THE CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR ANY REQUIRED RELOCATION OF EXISTING UTILITIES. PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 NOT TO SCALE LOCATION MAP IOWA CITY, IOWA FAITH BAPTIST CHURCH SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS SITE LIGHTING BUILDING CHARACTERISTIC: PARKING NOTES: ZONING & LAND USE: LOT CHARACTERISTIC: IOWA CITY, IOWA KEYNOTES NUMBER KEYNOTE DETAIL 1 2 3 4 5 6 7 8 9 10 11 1 3 2 2 TYP. 10 4 8 TYP. 6 7 5 LEGAL DESCRIPTION: 3 3 O CN E ALLSM IOWA 9 11 11 BLD19-00480 09/13/19 VILLAGE ROAD(319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE DEMOLITION PLAN 2 1"=20' GRAPHIC SCALE IN FEET 0 1"=20' 2 5 10 15 20 MAJORSITE PLANFAITH BAPTIST CHURCH 1251 VILLAGE ROAD THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF IOWA CITY REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. THE CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR ANY REQUIRED RELOCATION OF EXISTING UTILITIES. PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 NOT TO SCALE LOCATION MAP IOWA CITY, IOWA FAITH BAPTIST CHURCH IOWA CITY, IOWA KEYNOTES NUMBER KEYNOTE DETAIL 1 2 3 4 5 6 7 8 9 34 6 2 3 2 5 1 5 1 O CN E ALLSM IOWA 2 SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS 7 9 8 2 BLD19-00480 09/13/19 VILLAGE ROAD(319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE GRADING PLAN 3 1"=20' GRAPHIC SCALE IN FEET 0 1"=20' 2 5 10 15 20 MAJORSITE PLANFAITH BAPTIST CHURCH 1251 VILLAGE ROAD THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF IOWA CITY REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. THE CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR ANY REQUIRED RELOCATION OF EXISTING UTILITIES. PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 NOT TO SCALE LOCATION MAP IOWA CITY, IOWA FAITH BAPTIST CHURCH SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS IOWA CITY, IOWA O CNE ALLSM IOWA BLD19-00480 09/13/19 VILLAGE ROAD(319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE EROSION CONTROL AND SWPPP PLAN 4 1"=20' GRAPHIC SCALE IN FEET 0 1"=20' 2 5 10 15 20 MAJOR SITE PLANFAITH BAPTIST CHURCH 1251 VILLAGE ROAD THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF IOWA CITY REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. THE CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR ANY REQUIRED RELOCATION OF EXISTING UTILITIES. PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 NOT TO SCALE LOCATION MAP IOWA CITY, IOWA FAITH BAPTIST CHURCH SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL AND SWPPP PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS IOWA CITY, IOWA CW PR DL 01 02 03 D O CNE ALLSM IOWA BLD19-00480 09/13/19 VILLAGE ROAD(319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE STORM SEWER & WATER PLAN & PROFILES 5 1"=20' MAJOR SITE PLANFAITH BAPTIST CHU 1251 VILLAGE ROAD PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 IOWA CITY, IOWA SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS BLD19-00480 09/13/19 3 EA 3 EA VILLAGE ROADCITY OF IOWA CITY: LANDSCAPE REQUIREMENTS (319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE LANDSCAPE PLAN 6 1"=20' GRAPHIC SCALE IN FEET 0 1"=20' 2 5 10 15 20 MAJOR SITE PLANFAITH BAPTIST CHURCH 1251 VILLAGE ROAD THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF IOWA CITY REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. THE CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR ANY REQUIRED RELOCATION OF EXISTING UTILITIES. PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 NOT TO SCALE LOCATION MAP IOWA CITY, IOWA FAITH BAPTIST CHURCH SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS IOWA CITY, IOWA O CNE ALLSM IOWA SEEDED TURF BLD19-00480 09/13/19 (319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE TRAFFIC CONTROL PLAN 7 1"=20' MAJOR SITE PLAN FAITH BAPTIST CHURCH 1251 VILLAGE ROAD PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IA 52240 OWNER/APPLICANT: FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY, IA 52240 NOT TO SCALE LOCATION MAP IOWA CITY, IOWA FAITH BAPTIST CHURCH IOWA CITY, IOWA SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS GENERAL TRAFFIC CONTROL NOTES: GENERAL SIDEWALK TRAFFIC CONTROL NOTES: TRAFFIC CONTROL SIDEWALK DETOUR BLD19-00480 09/13/19 (319) 351-8282 LAND PLANNERS LAND SURVEYORS CIVIL ENGINEERS LANDSCAPE ARCHITECTS IOWA CITY, IOWA 52240 MMS CONSULTANTS, INC. ENVIRONMENTAL SPECIALISTS www.mmsconsultants.net 1917 S. GILBERT ST. 04-16-19 PER CITY COMMENTS -KLE FAITH BAPTIST CHURCH 1251 VILLAGE ROAD IOWA CITY JOHNSON COUNTY IOWA 1/9/2019 PVA KLE PVA 10611-001 IOWA CITY 8 1.97 ACRES 08-02-19 PER CITY COMMENTS -KLE GENERAL NOTES AND DETAILS 8 1"=20' SW-501 REVISION 04-17-18 SHEET 1 of 1 REVISIONS:Changed 'Invert' callout to 'Concrete Fillet'. Updated DOT and SUDAS logo. 2 SINGLE GRATE INTAKE SUDAS DIRECTOR DESIGN METHODS ENGINEER REV E7001-110-191 DWG NO. 1 OF 1 SHEET 1:30 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 04-03-06 DATE EBC DRAWN BY 03-14-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ® ©2013 NYLOPLAST SHEET INDEX 1 SITE LAYOUT & DIMENSION PLAN 2 DEMOLITION PLAN 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STORM SEWER & WATER MAIN PLAN & PROFILE 6 LANDSCAPE PLAN 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES & DETAILS BLD19-00480 09/13/19 FDFD EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 CORRIDOR 000 EXISTING MECHANICAL 000 EXISTING KITCHEN 000 EXISTING MECHANICAL 000 EXISTING CORRIDOR 000 EXISTING INFANTS 000 EXISTING WOMEN'S 000 EXISTING MEN'S 000 EXISTING CLASSROOM 000 EXISTING STORAGE 000 EXISTING EXIT 000 CHILDREN'S TOILET 000 EXISTING STORAGE 000 ELEVATOR LOBBY 102 CLASSROOM 103 SOUTH ENTRANCE 101 AREA OF WORK 2-HOUR FIRE BARRIER CLASSROOM, 851 S.F. 20 S.F./OCCUPANT = 43 OCCUPANTS CLASSROOM, 228 S.F. 20 S.F./OCCUPANT = 12 OCCUPANTS CLASSROOM, 304 S.F. 20 S.F./OCCUPANT = 16 OCCUPANTS CLASSROOM, 228 S.F. 20 S.F./OCCUPANT = 12 OCCUPANTS CLASSROOM, 198 S.F. 20 S.F./OCCUPANT = 10 OCCUPANTS CLASSROOM, 672 S.F. 20 S.F./OCCUPANT = 34 OCCUPANTS CLASSROOM, 182 S.F. 20 S.F./OCCUPANT = 10 OCCUPANTS CLASSROOM, 294 S.F. 20 S.F./OCCUPANT = 15 OCCUPANTS KITCHEN, 216 S.F. 300 S.F./OCCUPANT = 1 OCCUPANT EXISTING AUDITORIUM 000 EXISTING FOYER 000 EXISTING STORAGE 000 EXISTING BAPTISTRY 000 EXISTING PASTOR'S OFFICE 000 EXISTING TOILET 000 EXISTING TOILET 000 EXISTING HALLWAY 000 EXISTING SOUND BOOTH 000 EXISTING OFFICE 205 MECHANICAL 206 CORRIDOR 201 OFFICE 202 2-HOUR FIRE BARRIER 1-HOUR FIRE PARTITION OFFICE, 308 S.F. 100 S.F./OCCUPANT = 4 OCCUPANTS AREA OF WORK EXISTING CLASSROOM 000 ASSEMBLY, FIXED SEATING 18" / OCCUPANT = 263 OCCUPANTS CLASSROOM, 234 S.F. 20 S.F./OCCUPANT = 12 OCCUPANTS OFFICE, 184 S.F. 100 S.F./OCCUPANT = 2 OCCUPANTS OFFICE, 103 S.F. 100 S.F./OCCUPANT = 2 OCCUPANT STAGE, 150 S.F. 15 S.F./OCCUPANT = 10 OCCUPANTS ASSEMBLY, 180 S.F. 5 S.F./OCCUPANT = 36 OCCUPANTS COMMON PATH OF TRAVEL: 35' - 10" (OK) ASSEMBLY, FIXED SEATING 18" / OCCUPANT = 29 OCCUPANTS EXITS 1-HOUR RATED FIRE BARRIER 2-HOUR RATED FIRE BARRIER 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER 1-HOUR FIRE RATED ASSEMBLY (NOT REQUIRED, BUT PROVIDED) REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A100Code Plans Faith Baptist Church Addition 1 8 0 2 8 1/8" = 1'-0"A100 1 LOWER LEVEL CODE PLAN 1/8" = 1'-0" A100 2 UPPER LEVEL FLOOR PLAN N N LEGEND 1/8" = 1'-0"A100 3 CODE SECTION BLD19-00480 09/13/19 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 CORRIDOR 000 EXISTING MECHANICAL 000 EXISTING KITCHEN 000 EXISTING MECHANICAL 000 EXISTING CORRIDOR 000 EXISTING INFANTS 000 EXISTING WOMEN'S 000 EXISTING MEN'S 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING STORAGE 000 EXISTING EXIT 000 CHILDREN'S TOILET 000 EXISTING STORAGE 000 1 22 2 2 4 1 11 4 33 3 3 4' - 0" W x 7' - 4" H 8 "1' - 11" 9' - 0" W x 8' - 8" H 5 6 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A101First Floor Demolition Plan Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A101 1 FIRST FLOOR DEMOLITION PLAN N GENERAL NOTES 1. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION THAT SHALL BE DEOMOLISHED AND REMOVED BY THE CONTRACTOR. 3. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING CONSTRUCTION TO REMAIN. KEYED NOTES DEMOLISH WALL. PATCH FLOOR. REMOVE WINDOW REMOVE WINDOW. PATCH OPENING. REMOVE DOOR REMOVE SIDING TO EXISTING CONCRETE WALL. DEMOLISH AND REMOVE CHAIR LIFT SYSTEM COMPLETELY. PATCH ALL AFFECTED SURFACES. 1 2 3 4 5 6 BLD19-00480 09/13/19 EXISTING AUDITORIUM 000 EXISTING FOYER 000 EXISTING STORAGE 000 EXISTING BAPTISTRY 000 EXISTING PASTOR'S OFFICE 000 EXISTING TOILET 000 EXISTING TOILET 000 EXISTING SOUND BOOTH 000 EXISTING CLASSROOM 000 1 4 1 4 1 5 7' - 6" W x 7' - 4" H3 3 3 3 5 2 4'-0" W x 7'-4" H VERIFY 5' - 4" 6 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A102Second Floor Demolition Plan Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A102 1 SECOND FLOOR DEMOLITION PLAN N GENERAL NOTES 1. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION THAT SHALL BE DEOMOLISHED AND REMOVED BY THE CONTRACTOR. 3. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING CONSTRUCTION TO REMAIN. KEYED NOTES DEMOLISH WALL. PATCH FLOOR. REMOVE WINDOW REMOVE WINDOW. PATCH OPENING. REMOVE DOOR REMOVE SIDING TO EXISTING CONCRETE WALL. DEMOLISH AND REMOVE CHAIR LIFT SYSTEM COMPLETELY. PATCH ALL AFFECTED SURFACES. 1 2 3 4 5 6 BLD19-00480 09/13/19 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 CORRIDOR 000 EXISTING MECHANICAL 000 EXISTING KITCHEN 000 EXISTING MECHANICAL 000 EXISTING CORRIDOR 000 EXISTING INFANTS 000 EXISTING WOMEN'S 000 EXISTING MEN'S 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING STORAGE 000 EXISTING EXIT 000 CHILDREN'S TOILET 000 1 A301 1 A301 EXISTING STORAGE 000 ELEVATOR LOBBY 102 CLASSROOM 103 SOUTH ENTRANCE 101 1 A303 1 A303 MECHANICAL 104 2" 7 5/8" 6' - 11 1/4" 7 5/8" 29' - 9 1/2" 1' - 0" VERIFY 3' - 4" 8 " 15' - 4 3/4"0' - 7 5/8"6' - 0"0' - 7 5/8"7' - 4" 2 "ELEVATOR EQUIPMENT 105 103A 1 A313 2 "14' - 7 1/4" 5' - 7" 4' - 6" 5' - 3 3/4" 8' - 4 5/8"29' - 4 1/4" 9 1 /2"3' - 4 3/4" VERIFY9' - 1"1 A302 1 A302 1 A311 A D 1 3 B C 2 8' - 2 1/2" 29' - 9 1/2"30' - 0"38' - 0" 2 A303 2 A303 1 1 1 1 2 I J B CD A* A* H H I A* A* A* 105A 104A H H I J DS DS DS W-A NEW EXISTINGNEWEXISTING RAMPDOWN3' - 5 1/2" 9' - 0" 3' - 5 1/2" 3 G G G^ W-AW-A 1 A315 101A 4' - 10 7/8"101B106A STORAGE 106 I FEC I W-A 11' - 8" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 7' - 4"4' - 0"3' - 4" 2' - 8" 3' - 4" 2' - 8" 19' - 2"I W-A4 5 5 A371 1 A371 4 A371 5 66 6 6 6 6 6 6 6 6 7 7 7 7 7 A* A*31' - 2" 2 " 2" 39' - 0" 8 1/4" 9 1/2" 1' - 11 3/4" 8 1/4" 9 1/2" 1' - 10 1/4" -9' - 10" -8' - 10" 3103BA371 7 NEW DOOR EXISTING DOOR FD FEC DS LEGEND NEW WALL EXISTING WALL FLOOR DRAIN SEMI-RECESSED FE CABINET DOWNSPOUT REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A111First Floor Plan Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A111 1 FIRST FLOOR PLAN N GENERAL NOTES 1. FURNITURE & EQUIPMENT NOT IN CONTRACT, SHOWN FOR REFERENCE ONLY. 2. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO T HE ARCHITECT'S ATTENTION IMMEDIATELY. 3. INTERIOR PARTITIONS SHALL GO TO UNDERSIDE OF FIRE-RATED ASSEMBLY ABOVE. DO NOT PENETRATE RATED ASSEMBLY. KEYED NOTES PATCH WINDOW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. ELEVATOR CONTROLS. PROVIDE 1-HOUR FIRE RATED CONDUIT AND 2- HOUR FIRE RATED PENETRATION INTO ELEVATOR SHAFT. FROST STOOP SANITARY DROP CONDENSERS ON REINFORCED CONCRETE PAD. VERIFY REQUIRED DIMENSIONS W/ MECHANICAL. WINDOW WELLS RAISE GRADE PER CIVIL PLANS WALL TYPES 2 A RATED MASONRY WALL: 8” x 8” x 16” SMOOTH FACE CMU W/ JOINT REINFORCEMENT @ 16” O.C. VERTICALLY * DENOTES 1-HOUR FIRE RATED WALL B EXTERIOR WALL: 3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE C EXTERIOR WALL: 3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE D EXTERIOR WALL: VINYL SIDING ON WEATHER BARRIER ON ½” EXTERIOR GRADE PLYWOOD SHEATHING 1 ½” WOOD FURRING ON 8” REINFORCED CAST-IN-PLACE CONCRETE E EXTERIOR WALL: 3 5/8” BRICK VENEER ON AIR SPACE OF VARIABLE THICKNESS PER DETAILS ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8” TREATED PLYWOOD ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING F EXTERIOR WALL: VINYL SIDING ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING 5/8” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x8 WOOD STUD FRAMING @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING G EXTERIOR WALL: VINYL SIDING ON WEATHER BARRIER ON 1/2” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING ^ DENOTES NO EXTERIOR VINYL SIDING H INTERIOR WALL: 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x4 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON 5/8” TYPE-X GYPSUM BOARD SHEATHING ^ DENOTES GYPSUM BOARD SHEATHING TO TAG SIDE ONLY I INTERIOR FURRING: 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x2 WOOD FURRING STRIPS J INTERIOR FURRING: 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x4 WOOD FURRING STUD FRAMING W/ 2 ½” POLYISOCYANURATE INSULATION IN CAVITY 1 3 4 5 6 7 BLD19-00480 09/13/19 FDFD EXISTING AUDITORIUM 000 EXISTING FOYER 000 EXISTING STORAGE 000 EXISTING BAPTISTRY 000 EXISTING PASTOR'S OFFICE 000 EXISTING TOILET 000 EXISTING TOILET 000 EXISTING HALLWAY 000 EXISTING SOUND BOOTH 000 OFFICE 207 1 A301 1 A301 EXISTING OFFICE 205 MECHANICAL 206 OFFICE 202 1 A303 1 A303 FECCORRIDOR 201 201A 1 A313 2" 7 5/8" 6' - 11 1/4" 7 5/8" 29' - 9 1/2" 1' - 0" VERIFY 3' - 4" 8 " 13' - 4 3/4" 2' - 0" 7 5/8" 6' - 0" 7 5/8" 2 1/8" 7' - 1 7/8" 2 " 30' - 0"1 A302 1 A302 1 A311 A D 1 3 B C 2 8' - 2 1/2" 29' - 9 1/2" 38' - 0" 8' - 4 5/8" 9' - 11" 9' - 0" 1' - 6" 9' - 0"17' - 2" 5' - 8 1/4" 6' - 4"2 A303 2 A303 1 1 1 I A* E EF H* A601 2 A601 1 MEN'S TOILET 204 WOMEN'S TOILET 203202A 203A204A4' - 0"5' - 5 3/8"6' - 0"4' - 0" 9' - 11" H H H^ H 2 2 W-A I I 3 I H^ H^ I NEW EXISTINGNEWEXISTING205A5 H I 1 4201B H^ A371 2 A* A* A*31' - 2" 2 "11' - 8" 2' - 8" 20' - 8" 4' - 0" A371 3 A371 6 39' - 0" NEW DOOR EXISTING DOOR FD FEC DS LEGEND NEW WALL EXISTING WALL FLOOR DRAIN SEMI-RECESSED FE CABINET DOWNSPOUT REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A112Second Floor Plan Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A112 1 SECOND FLOOR PLAN GENERAL NOTES 1. FURNITURE & EQUIPMENT NOT IN CONTRACT, SHOWN FOR REFERENCE ONLY. 2. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 3. INTERIOR PARTITIONS SHALL GO TO UNDERSIDE OF FIRE-RATED ASSEMBLY ABOVE. DO NOT PENETRATE RATED ASSEMBLY. KEYED NOTES PATCH WINDOW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. BABY CHANGING STATION. T.O. BED @ 2' - 9" A.F.F. VERTICAL MECHANICAL SPACE. PROVIDE 1-HOUR RATED DAMPER THROUGH FLOOR ASSEMBLY. FRAME AND FINISH NEW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. EXISTING FLUE ENCLOSURE. MAINTAIN AND PROTECT. WALL TYPES N 1 2 3 4 5 A RATED MASONRY WALL: 8” x 8” x 16” SMOOTH FACE CMU W/ JOINT REINFORCEMENT @ 16” O.C. VERTICALLY * DENOTES 1-HOUR FIRE RATED WALL B EXTERIOR WALL: 3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE C EXTERIOR WALL: 3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE D EXTERIOR WALL: VINYL SIDING ON WEATHER BARRIER ON ½” EXTERIOR GRADE PLYWOOD SHEATHING 1 ½” WOOD FURRING ON 8” REINFORCED CAST-IN-PLACE CONCRETE E EXTERIOR WALL: 3 5/8” BRICK VENEER ON AIR SPACE OF VARIABLE THICKNESS PER DETAILS ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8” TREATED PLYWOOD ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING F EXTERIOR WALL: VINYL SIDING ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING 5/8” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x8 WOOD STUD FRAMING @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING G EXTERIOR WALL: VINYL SIDING ON WEATHER BARRIER ON 1/2” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING ^ DENOTES NO EXTERIOR VINYL SIDING H INTERIOR WALL: 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x4 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON 5/8” TYPE-X GYPSUM BOARD SHEATHING ^ DENOTES GYPSUM BOARD SHEATHING TO TAG SIDE ONLY I INTERIOR FURRING: 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x2 WOOD FURRING STRIPS J INTERIOR FURRING: 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x4 WOOD FURRING STUD FRAMING W/ 2 ½” POLYISOCYANURATE INSULATION IN CAVITY BLD19-00480 09/13/19 OPEN 2 +8' - 0" 2 +8' - 0" 2 +8' - 0" 2 +8' - 0" 2 +8' - 0" 2 +8' - 0" 2 +8' - 0" 2 +8' - 0" 3 +8' - 0"+7' - 0" +7' - 0" SM SM SMSM SM OPEN 1 3 +8' - 0" 3 +8' - 0" 3 +15' - 4" 5 1 1 7 8 9 6 LEGEND 2' x 2' DIMMABLE LED RECESSED LIGHT FIXTURE 2' x 2' DIMMABLE LED SURFACE MOUNT LIGHT FIXTURE 1' x 4' DIMMABLE LED SURFACE MOUNT LIGHT FIXTURE 4' LINEAR LED 2' LINEAR LED SURFACE MOUNT DOWNLIGHT VANITY LIGHT FIXTURE WALL PACK SUPPLY DIFFUSER RETURN DIFFUSER EXHAUST FAN DIFFUSER SM REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A121Reflected Ceiling Plans Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A121 2 SECOND FLOOR CEILING PLAN 1/4" = 1'-0"A121 1 FIRST FLOOR CEILING PLAN N N CEILING PLAN GENERAL NOTES 1. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 2. LIGHTING & MECHANICAL LAYOUTS ARE SHOWN FOR DESIGN INTENT ONLY - REFER TO INDIVIDUAL DISCIPLINE DRAWINGS FOR LAYOUTS AND SPECIFICATION INFORMATION. 3. CENTER ALL LIGHTS, SMOKE DETECTORS, ETC. IN CEILING TILES - USE HARDWARE FRIENDLY TILES WHERE APPLICABLE. 4. GYPSUM BOARD CEILINGS SHALL BE 5/8" TYPE "X" ON RESILIENT CHANNEL. 5. PROVIDE GYPSUM BOARD BOXES AT ALL CEILING FIXTURE PENENETRATIONS TO MAINTAIN 1-HOUR FIRE RATING. 6. PAINT ALL MECHANICAL GRILLES / LOUVERS @ GYPSUM BOARD LOCATIONS. 1 2 3 4 CEILING PLAN KEYED NOTES OPEN TO STRUCTURE GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING PANELS & GRID 4" PERIMETER GRID EXISTING CEILING. MAINTAIN & PROTECT. PROVIDE FIRESTOPPING AT PENETRATIONS OF FLOOR SYSTEM MATCH AND BLEND NEW WALL WITH EXISTING CEILING SANITARY LINE ABOVE ACP CEILING SANITARY DROP 5 6 7 8 9 BLD19-00480 09/13/19 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12SLOPE4:12 SLOPE 4:12 SLOPE 4:12SLOPE1 1 1 1 1 4:12 SLOPE 4:12 SLOPE 22 2 2 3 1 4 4 4 7 6 5 5 6 6 7 7 7 7 9 9 8 8 8 8 3 4:12 SLOPE 3 3 4 7 4 4 11 11 33 4:12SLOPE4:12SLOPE4:12 SLOPE 4:12 SLOPE 10 12 11 4 4 4 4 4 4 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A141Roof Plan Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A141 1 ROOF PLAN GENERAL NOTES 1. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 2. EXTEND EXISTING ROOF PENETRATIONS THROUGH NEW ROOF. 3. NOT ALL ROOF PENETRATIONS ARE SHOWN. GENERAL CONTRACTOR SHALL VERIFY LOCATIONS AOF ALL ROOF PENETRATIONS. PROVIDE BOOTS, FLASHING, AND OTHER ACCESSORIES REQUIRED TO PROVIDE A COMPLETE WATERTIGHT / WARRANTEED SYSTEM - REFER TO INDIVIDUAL DISCIPLINES. ALL PENTRATIONS THROUGH THE ROOF ARE TO BE PAINTED BLACK. PREP SURFACES AS REQUIRED. 4. DIVIDE ATTIC SPACE INTO 3000 S.F. MAX AREAS WITH DRAFT STOPS. PROVIDE ATTIC ACCESS AND ACCESS THROUGH DRAFT STOPS. KEYED NOTES EXISTING ROOF. REPLACE ASPHALT SHINGLES AND BUILDING FELT. ASPHALT SHINGLES ON ROOFING FELT RIDGE VENT CONTINUOUS METAL FLASHING W/ 1 LAYER OF 36" WIDE ICE & WATER DAM MEMBRANE CONTINUOUS ICE & WATER DAM MEMBRANE (2 WIDTHS 36" WIDE EACH W/ 6" OVERLAP) CONTINUOUS ICE & WATER DAM (1 WIDTH 36" WIDE) PREFINISHED ALMUNIMUM GUTTERS PREFINISHED ALUMINUM DOWNSPOUTS FIRE BARRIER BELOW EXISTING STEEPLE TO REMAIN ROOF VENT. PROVIDE FLASHING PER MANUFACUTRER'S RECOMMENDATION. EXISTING CHIMNEY TO REMAIN 2 1 3 4 5 6 7 8 9 10 11 12 N BLD19-00480 09/13/19 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" BRG HT 8' - 1 1/8" ENTRY LEVEL -8' - 10" A D B C PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS. EXISTING WOOD WINDOWS TO REMAIN NEW ARCHITECTURAL ASPHALT SHINGLES. MATCH EXISTING. NEW DOUBLE HUNG WOOD WINDOWS EXISTING CONCRETE FOUNDATION WALL TO REMAIN FOUNDATION WALL. SEE STRUCTURAL. NEW EXISTING VESTIBULE BRG HT 1' - 2" NEW BRICK VENEER T.O. FOOTING -10' - 6" T.O. FOOTING -12' - 6"15' - 4"A.F.F.2' - 8"A.F.F.4' - 8"EXISTING STEEPLE TO REMAIN EXISTING CHIMNEY TO REMAIN EXISTING ENTRY FEATURE TO REMAIN EXISTING ARCHITECTURAL COLUMNS & ENTRY FEATURE TO REMAIN EXISTING STAIRS AND RAILING TO REMAIN EXISTING MASONRY TO REMAIN PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT NEW ENTRY FEATURE BEYOND 3 A345 4 A345 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" 13 2 EXISTING WOOD WINDOWS TO REMAIN EXISTING CONCRETE FOUNDATION WALL TO REMAIN NEW ARCHITECTURAL ASPHALT SHINGLES NEW VINYL SIDING, TRIM & ACCESSORIES NEW VINYL SIDING, TRIM & ACCESSORIES NEW WOOD FASCIA BOARD. MATCH EXISTING. PAINT. VENTILATION LOUVER REPLACE EXISTING WINDOWS PREFINISHED METAL FLASHING OVER CONTINUOUS ROOFING FELT PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT PREFINISHED METAL FLASHING OVER CONTINUOUS ROOFING FELT EXISTING CHIMNEY TO REMAIN EXISTING HOLLOW METAL DOOR TO REMAIN 4 12 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" BRG HT 8' - 1 1/8" ENTRY LEVEL -8' - 10" 1 32 NEW BRICK VENEER NEW ARCHITECTRUAL ASPHALT SHINGLES PREFINISHED ALMUNIMUM GUTTERS & DOWNSPOUTS NEW VINYL SIDING, TRIM & ACCESSORIES WOOD FASCIA BOARD. MATCH EXISTING. PAINT. NEW VINYL SIDING, TRIM, & ACCESSORIES PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT SIGNAGE. CONFIRM DESIGN WITH OWNER. EXISTING WOOD WINDOWS NEW VINYL SIDING, TRIM & ACCESSORIES NEW DOUBLE HUNG WOOD WINDOWS. NEW BRICK FORM CONCRETE FOUNDATION WALL VENTILATION LOUVERS LOW PROFILE WALL-PACK FOUNDATION WALL. SEE STRUCTURAL.NEWEXISTING NEW HOLLOW METAL DOOR VESTIBULE BRG HT 1' - 2" T.O. FOOTING -12' - 6" T.O. FOOTING @ VEST. -11' - 6" EXISTING STEEPLE BEYOND TO REMAIN EXISTING STAIR AND RAILING BEYOND TO REMAIN NEW THERMALLY BROKEN ALUMINUM STOREFRONT FRAMING NEW ARCHITECTURAL COLUMN AND ENTRY FEATURE 4 12 4 12 4 12 6 A345 5 A345 8 A345 8 A345 FAITH BAPTIST 9 A345 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" BRG HT 8' - 1 1/8" ENTRY LEVEL -8' - 10" A D B C NEW VINYL SIDING, TRIM, & ACCESSORIES NEW ARCHITECTRUAL ASPHALT SHINGLES. MATCH EXISTING. PREFINISHED ALMUNIMUM GUTTERS & DOWNSPOUTS. NEW VINYL SIDING, TRIM, & ACCESSORIES EXISTING WOOD WINDOWS TO REMAIN FOUNDATION WALL. SEE STRUCTURAL. VESTIBULE BRG HT 1' - 2" T.O. FOOTING @ VEST. -11' - 6" EXISTING CHIMNEY TO REMAIN NEW ARCHITECTRUAL SHINGLES NEW VINYL SIDING, TRIM, & ACCESSORIES ENTRY CANOPY BEYOND ARCHITECTURAL COLUMN BEYOND EXISTING STEEPLE BEYOND TO REMAIN PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A201Exterior Elevations Faith Baptist Church Addition 1 8 0 2 8 1/8" = 1'-0" A201 1 EAST 1/8" = 1'-0"A201 2 NORTH 1/8" = 1'-0"A201 4 SOUTH 1/8" = 1'-0" A201 3 WEST BLD19-00480 09/13/19 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" 1 A303 1 A303 BRG HT 8' - 1 1/8" A311 2 B.O. ELEVATOR SHAFT -11' - 10" OPEN OPEN 1 32 2 A303 2 A303 PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT NEW ARCHITECTURAL ASPHALT SHINGLES NEW VINYL SIDING, TRIM & ACCESSORIES PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS. NEW VINYL SIDING, TRIM & ACCESSORIES BEYOND WALL ASSEMBLY BRICK VENEER ON 1 3/8" AIR SPACE ON WEATHER BARRIER ON 7" REINFORCED CONCRETE WALL ON INTERIOR FURRING 2x4 WOOD STUD FRAMING W/ 2 1/2" EXTRUDED POLYSTYRENE ON 5/8" TYPE-X GYPSUM BOARD SHEATHING 2x2 ACP CEILING WALL ASSEMBLY BRICK VENEER ON 2 5/8" AIR SPACE ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING SLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL FLOOR ASSEMBLY 3" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 8" HOLLOWCORE PRECAST CONCRETE ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING INTERIOR FURRING 5/8" TYPE-X GYPSUM BOARD SHEATHING ON 2x2" FURRING STRIPS ON 2-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. 1-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. REINFORCED CONCRETE FOOTING. SEE STRUCTURAL. REINFORCED CONCRETE FOOTING. SEE STRUCTURAL. VESTIBULE BRG HT 1' - 2" T.O. FOOTING -10' - 6" (2) LAYERS 2" POLYISOCYANURATE INSULATION EXISTING INSULATED ENVELOPE TO REMAIN EXTENED EXISTING PENETRATIONS TO NEW ROOF SUMP PIT ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON WOOD STUD FRAMING CLOSED CELL SPRAY FOAM INSULATION ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING A341 1 A341 2 A341 3 A341 4 A345 4 A341 5 A341 6 A341 7 A341 8 FLASH PENETRATIONS PER MANUFACTURER'S INSTRUCTIONS. SEE TYPICAL PIPE PENETATION DETAIL 3/A344 EXISTING STEEPLE BEYOND TO REAMAIN EXISTING ENTRY FEATURE BEYOND TO REMAIN 12 REINFORCED CAST-IN- PLACE CONCRETE WALL. SEE STRUCTURAL. 4 12 412 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A301Building Section Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0" A301 1 BUILDING SECTION DIVIDE ATTIC SPACE INTO 3000 S.F. MAX AREAS WITH DRAFT STOPS. PROVIDE ATTIC ACCESS AND ACCESS THROUGH DRAFT STOPS. BLD19-00480 09/13/19 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" 1 A303 1 A303 BRG HT 8' - 1 1/8" ENTRY LEVEL -8' - 10" A311 2A312 2 1 32 2 A303 2 A303 OPEN OPEN NEW VINYL SIDING, TRIM & ACCESSORIES NEW ARCHITECTURAL ASPHALT SHINGLES PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT NEW VINYL SIDING, TRIM & ACCESSORIES NEW ARCHITECTURAL ASPHALT SHINGLES WALL ASSEMBLY BRICK VENEER ON 2 5/8" AIR SPACE ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING SLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL FLOOR ASSEMBLY 3" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 8" HOLLOWCORE PRECAST CONCRETE ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING INTERIOR WALL 5/8" GYPSUM BOARD SHEATHING ON VAPOR RETARDER ON 2x6 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON 2-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C.ON INTERIOR FURRING 5/8" GYPSUM BOARD SHEATHING ON 2x2 WOOD FURRING WALL ASSEMBLY BRICK VENEER ON 1 3/8" AIR SPACE ON WEATHER BARRIER ON 7" REINFORCED CONCRETE WALL ON INTERIOR FURRING 2x4 WOOD STUD FRAMING W/ 2 1/2" EXTRUDED POLYSTYRENE ON 5/8" GYPSUM BOARD SHEATHING 2x2 ACP CEILING PREFINISHED METAL STEP FLASHING OVER CONTINUOUS ROOFING FELT NEW VINYL SIDING, TRIM & ACCESSORIES BEYOND ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADEO.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING EXTERIOR WALL VINYL SIDING ON WEATHER BARRIER 5/8" EXTERIOR GRADE TREATED PLYWOOD SHEATHING ON 2x6 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER 5/8" TYPE-X GYPSUM BOARD SHEATHING PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS. PIPE TO STORM. VENTILATION LOUVERS BEYOND VESTIBULE BRG HT 1' - 2" 1 A315 T.O. FOOTING -10' - 6" T.O. FOOTING -12' - 6" T.O. FOOTING @ VEST. -11' - 6" INSULATED DUCTWORK IN ATTIC TO PREVENT CONDENSATION WOOD WINDOW (2) LAYERS 2" POLYISOCYANURATE INSULATION REINFORCED CONCRETE FOOTING. SEE STRUCTURAL. REINFORCED CONCRETE FOOTING. SEE STRUCTURAL. REINFORCED CONCRETEFOOTING. SEE STRUCTURAL. EXISTING STEEPLE BEYOND TO REMAIN EXISTING ENTRY FEATURE BEYOND TO REMAIN HOLLOW METAL DOOR WALL ASSEMBLY 5/8” TYPE-X GYPSUM BOARD SHEATHING ON 2x4 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON AIR GAP ON 2x4 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON 5/8" TYPE-X GYPSUM BOARD SHEATHING PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS. PIPE TO STORM. THERMALLY BROKEN STOREFRONT FRAMING 4 12 4 12 4 12 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A302Building Section Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0" A302 1 BUILDING SECTION DIVIDE ATTIC SPACE INTO 3000 S.F. MAX AREAS WITH DRAFT STOPS. PROVIDE ATTIC ACCESS AND ACCESS THROUGH DRAFT STOPS. BLD19-00480 09/13/19 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" 1 A301 1 A301 BRG HT 8' - 1 1/8" 1 A302 1 A302 A313 2 B.O. ELEVATOR SHAFT -11' - 10" A DB C A314 1 REINFORCED CONCRETE FOOTINGS. SEE STRUCTURAL. REINFORCED CONCRETE FOOTINGS. SEE STRUCTURAL. WALL ASSEMBLY VINYL SIDING ON WEATHER BARRIER ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x2 FURRING STRIPS ON 14" CAST-IN-PLACE BRICK FORM CONCRETE ON INTERIOR FURRING 2x4 WOOD STUD FRAMING W/ 2 1/2" EXTRUDED POLYSTYRENE ON 5/8" GYPSUM BOARD SHEATHING WALL ASSEMBLY VINYL SIDING ON WEATHER BARRIER ON (2) LAYERS 5/8" EXTERIOR GYPSUM BOARD SHEATHING ON 2x8 WOOD STUD FRAMING @ 16" O.C. W/ STRAPPING & BATT INSULATION IN CAVITY ON 5/8" GYPSUM BOARD SHEATHING FLOOR ASSEMBLY 3" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 8" HOLLOWCORE PRECAST CONCRETE ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING 2-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. 2-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. EXTERIOR WALL VINYL SIDING ON VAPOR RETARDER ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING T.O. FOOTING -12' - 6" (2) LAYERS 2" POLYISOCYANURATE INSULATION EXISTING INSULATED ENVELOPE TO REMAIN A342 1 A342 2 A342 3 A342 4 A342 5 A342 6 A342 7 A342 8 ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON WOOD STUD FRAMING CLOSED CELL SPRAY FOAM INSULATION ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING EXTERIOR WALL VINYL SIDING ON VAPOR RETARDER ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ROOFASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ WALL ASSEMBLY 5/8" GYPSUM BOARD SHEATHTING ON 2x4 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON 2x2 ACP CEILING WALL ASSEMBLY 5/8" GYPSUM BOARD SHEATHING ON 2x4 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON AIR SPACE ON INTERIOR FURRING 2x2 WOOD STUD FRAMING ON 5/8" GYPSUM BOARD SHEATHING WALL ASSEMBLY 5/8" GYPSUM BOARD SHEATHING ON 2x4 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON AIR SPACE ON INTERIOR FURRING 2x2 WOOD STUD FRAMING ON 5/8" GYPSUM BOARD SHEATHING SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG 13' - 0" 1 A301 1 A301 BRG HT 8' - 1 1/8" A312 1 1 A302 1 A302 A D B C A314 2 WALL ASSEMBLY BRICK VENEER ON 3 3/8" AIR SPACE ON 7" CAST-IN-PLACE CONCRETE WALL ON INTERIOR FURRING 2x4 WOOD STUD FRAMING W/ 2 1/2" EXTRUDED POLYSTYRENE ON 5/8" GYPSUM BOARD SHEATHING WALL ASSEMBLY BRICK VENEER ON 2 5/8" AIR SPACE ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8” EXTERIOR GRADE TREATED PLYWOOD ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING SLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL FLOOR ASSEMBLY 3" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 8" HOLLOWCORE PRECAST CONCRETE INTERIOR FURRING 5/8" GYPSUM BOARD SHEATHING ON 2x2" FURRING STRIPS ON 2-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. ON 2" AIR GAP ON EXISTING WALL REINFORCED CONCRETE FOOTING. SEE STRUCTURAL EXISTING WALL. STEP FLASH TO NEW ROOF REINFORCED CONCRETE FOOTING. SEE STRUCTURAL NEW DOUBLE-HUNG WOOD WINDOWS T.O. FOOTING -12' - 6" 2x2 ACP CEILING EXISTING INSULATED ENVELOPE TO REMAIN 14" REINFORCED CAST-IN-PLACE CONCRETE WALL. SEE STRUCTURAL 90 MINUTE FIRE RATED HOLLOW METAL DOOR PATCH AND BLEND NEW HEADER WITH EXISTING WALL REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A303Building Sections Faith Baptist Church Addition 1 8 0 2 8 1/4" = 1'-0"A303 1 BUILDING SECTION 1/4" = 1'-0"A303 2 BUILDING SECTION PATCH WINDOW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. DIVIDE ATTIC SPACE INTO 3000 S.F. MAX AREAS WITH DRAFT STOPS. PROVIDE ATTIC ACCESS AND ACCESS THROUGH DRAFT STOPS. BLD19-00480 09/13/19 SECOND FLOOR0' - 0"FIRST FLOOR (VERIFY)-9' - 10"BRG HT8' - 1 1/8"WALL ASSEMBLY3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON7" REINFORCED CONCRETE WALL ONINTERIOR FURRING2x4 WOOD STUD FRAMING W/2 1/2" EXTRUDED POLYSTYRENE ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGEXTERIOR WALL3 5/8” BRICK VENEER W/ ANCHORS @ 16" O.C. ON 3 3/8” AIR SPACE ONWEATHER BARRIER ON5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON5/8” FIRE RETARDANT TREATED PLYWOOD SHEATHING ON 2x6 FIRE RETARDANT TREATED WOOD STUDS @ 16” O.C. W/BATT INSULATION IN CAVITY ON VAPOR RETARDER ON5/8” TYPE-X GYPSUM BOARD SHEATHING3FLOOR ASSEMBLY3" CONCRETE TOPPER W/WELDED WIRE FABRIC REINFORCEMENT ON8" HOLLOWCORE PRECAST CONCRETE1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ONVAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGSLAB ASSEMBLY4" REINFORCED CONCRETE SLAB ONVAPOR RETARDER ONCOMPACTED CLEAN GRANULAR FILL2" EXTRUDED POLYSTYRENEREINFORCED CONCRETE FOOTINGPREFINISHED ALUMINUM DRIP EDGEPREFINISHED ALUMINUM GUTTER(2) LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS.MATCH EXISTING WOOD TRIM.0' - 11"6' - 3"2' - 8"2 1/2" EXTRUDED POLYSTYRENETHRU-WALL FLASHING W/ STAINLESS STEEL DRIP EDGESHEET WATERPROOFINGDRAINAGE PANELTHRU-WALL FLASHING W/ STAINLESS STEEL DRIP EDGE12" BRICK FORM CAST-IN-PLACE REINFORCED CONCRETE WALLT.O. FOOTING-12' - 6"1' - 0" 5 " 7 " 7 " 6 3/4" A343 1SIM.A343 2 A34334 12 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" BRG HT 8' - 1 1/8" 3FLOOR ASSEMBLY 3" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 8" HOLLOWCORE PRECAST CONCRETE 1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING SLAB ASSEMBLY4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL WALL ASSEMBLY 3 5/8” BRICK VENEER W/ ANCHORS @ 16" O.C. ON 3 3/8” AIR SPACE ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8” FIRE RETARDANT TREATED PLYWOOD SHEATHING ON 2x6 FIRE RETARDANT TREATED WOOD STUDS @ 16” O.C. W/ MINERAL WOOL INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHING WALL ASSEMBLY3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON7" REINFORCED CONCRETE WALL ON INTERIOR FURRING 2x4 WOOD STUD FRAMING W/ 2 1/2" EXTRUDED POLYSTYRENE ON 5/8" TYPE-X GYPSUM BOARD SHEATHING 0' - 11"THRU-WALL FLASHING W/ STAINLESS STEEL DRIP EDGE2" EXTRUDED POLYSTYRENEREINFORCED CONCRETE FOOTINGPREFINISHED ALUMINUM DRIP EDGE PREFINISHED ALUMINUM GUTTER (2) LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS. MATCH EXISTING WOOD TRIM. 12" REINFORCED CONCRETE WALL4' - 3"4' - 8"2 1/2" EXTRUDED POLYSTYRENETHRU-WALL FLASHING W/ STAINLESS STEEL DRIP EDGEDRAINAGE PANEL SHEET WATERPROOFING T.O. FOOTING-10' - 6" 5 " 7 " 1' - 0" 7 " 6 3/4" A343 1A3432A34334 12 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A311Wall Sections Faith Baptist Church Addition 1 8 0 2 81" = 1'-0"A311 2 WALL SECTION1" = 1'-0" A311 1 WALL SECTION BLD19-00480 09/13/19 SECOND FLOOR0' - 0"FIRST FLOOR (VERIFY)-9' - 10"BRG HT8' - 1 1/8"ENTRY LEVEL-8' - 10"1FLOOR ASSEMBLY3" CONCRETE TOPPER W/WELDED WIRE FABRIC REINFORCEMENT ON8" HOLLOWCORE PRECAST CONCRETEROOF / CEILING ASSEMBLYASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ONVAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING SLAB ASSEMBLY4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILLINTERIOR FURRING5/8" TYPE-X GYPSUM BOARD SHEATHING ON 2x2 WOOD FURRING ON2-HOUR FIRE RATED WALL ASSEMBLY7 5/8" CMU 2" EXTRUDED POLYSTYRENE TRUSS HANGER. SEE STRUCTURAL.INTERIOR FURRING5/8" GYPSUM BOARD SHEATHING ON2x2 WOOD STUD FURRING ON2-HOUR FIRE RATED WALL ASSEMBLY7 5/8" CMU W/HORIZONTAL REINFORCEMENT @ 16" O.C. ON2" AIR GAP ONEXTERIOR WALL5/8" EXTERIOR GRADE GYPSUM BOARD SHEATHING ON2x6 WOOD STUD FRAMING W/BATT INSULATION IN CAVITY ONVAPOR RETARDER ON5/8" TYPE-X GYPSUM BOARD SHEATHINGREINFORCED CONCRETE FOOTING. SEE STRUCTURAL.VESTIBULE BRG HT1' - 2"1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ONVAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGT.O. FOOTING-10' - 6"0' - 6 3/4" 2 " 7 5/8"0' - 11"8' - 11"412SECOND FLOOR 0' - 0"FIRST FLOOR (VERIFY) -9' - 10"BRG HT 8' - 1 1/8"0' - 11"6' - 3"WALL ASSEMBLY3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON7" REINFORCED CONCRETE WALL ON INTERIOR FURRING 2x4 WOOD STUD FRAMING W/ 2 1/2" EXTRUDED POLYSTYRENE ON 5/8" TYPE-X GYPSUM BOARD BOARD WALL ASSEMBLYBRICK VENEER W/ ANCHORS @ 16" O.C. ON 2 5/8" AIR SPACE ONWEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 5/8” EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 WOOD STUDS @ 16” O.C. W/BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8” TYPE-X GYPSUM BOARD SHEATHINGFLOOR ASSEMBLY 3" CONCRETE TOPPER W/WELDED WIRE FABRIC REINFORCEMENT ON8" HOLLOWCORE PRECAST CONCRETE 1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531 (NOT REQUIRED, BUT PROVIDED) ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ON VAPOR RETARDER ONRESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGDSLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL THRU-WALL FLASHING W/ STAINLESS STEEL DRIP EDGE2" EXTRUDED POLYSTYRENEREINFORCED CONCRETE FOOTING.SEE STRUCTRUAL.(2) LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS.MATCH EXISTING WOOD TRIM.2' - 8"2 1/2" EXTRUDED POLYSTYRENESHEET WATERPROOFING DRAINAGE PANEL12" BRICK FORM CAST-IN-PLACE REINFORCED CONCRETE WALLT.O. FOOTING-12' - 6"ANCHOR. SEE STRURCTUAL.HANGERS. SEE STRURCTUAL. 4 1/8" 7 " 7 "1' - 2" 6 3/4" 6 1 /4" A3452A343 2SIM.A343 1 SIM. REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A312Wall Sections Faith Baptist Church Addition 1 8 0 2 81" = 1'-0"A312 2 WALL SECTION1" = 1'-0" A312 1 WALL SECTION BLD19-00480 09/13/19 SECOND FLOOR0' - 0"FIRST FLOOR (VERIFY)-9' - 10"BRG HT8' - 1 1/8"0' - 11"DWALL ASSEMBLYVINYL SIDING ONWEATHER BARRIER ON5/8" EXTERIOR GYPSUM BOARD SHEATHING ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x8 WOOD STUD FRAMING @ 16" O.C. W/STRAPPING & BATT INSULATION IN CAVITY ON TYPE-X 5/8" GYPSUM BOARD SHEATHING2-HOUR FIRE RATED FLOOR ASSEMBLY PER UL J9013" CONCRETE TOPPER W/WELDED WIRE FABRIC REINFORCEMENT ON8" HOLLOWCORE PRECAST CONCRETE1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ONVAPOR RETARDER ON RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGSLAB ASSEMBLY4" REINFORCED CONCRETE SLAB ONVAPOR RETARDER ONCOMPACTED CLEAN GRANULAR FILLWALL ASSEMBLYVINYL SIDING ONWEATHER BARRIER ON1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON2x2 FURRING STRIPS ON8" CAST-IN-PLACE BRICK FORM CONCRETE ONINTERIOR FURRING2x4 WOOD STUD FRAMING W/2 1/2" EXTRUDED POLYSTYRENE ON 5/8" TYPE-X GYPSUM BOARD SHEATHING(2) LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS.MATCH EXISTING WOOD TRIM.REINFORCED CONCRETE FOOTING. SEE STRUCTURAL. 1 1/2" EXTRUDED POLYSTYRENE3/4" FURRING STRIP2" EXTRUDED POLYSTYRENE DRAINAGE PANELT.O. FOOTING-10' - 6"T.O. FOOTING-12' - 6" 4 1/8" 8 " PREFINISHED ALUMINUM SOFFITA3451 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" BRG HT 8' - 1 1/8" 1 INTERIOR FURRING 5/8" TYPE-X GYPSUM BOARD SHEATHING ON 2x2 WOOD FURRING ON 2-HOUR FIRE RATED WALL ASSEMBLY 7 5/8" CMU W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. ON INTERIOR WALL2 5/8" AIR SPACE ON2x6 WOOD STUD FRAMING ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGFLOOR ASSEMBLY PER 3" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 8" HOLLOWCORE PRECAST CONCRETE SLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL 1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531 (NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ON VAPOR RETARDER ONRESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHING 4" SOLID CMU. SEE STRUCTURAL. FILL CAVITY WITH ROCK-WOOL FIREPROOFING TRUSS HANGER. SEE STRUCTURAL.REINFORCED CONCRETE FOOTING.SEE STRUCTURALTRUSS ANCHOR W/ TAPCONS. SEE STRCUTRUAL. T.O. FOOTING -10' - 6" T.O. FOOTING -12' - 6" T.O. FOOTING @ VEST.-11' - 6" 2 " 7 5/8" 0' - 11"8' - 11"NEW EXISTING 4 12 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A313Wall Sections Faith Baptist Church Addition 1 8 0 2 81" = 1'-0"A313 2 WALL SECTION1" = 1'-0" A313 1 WALL SECTION BLD19-00480 09/13/19 SECOND FLOOR 0' - 0" FIRST FLOOR (VERIFY) -9' - 10" EXST. BRG13' - 0"BRG HT 8' - 1 1/8" A FLOOR ASSEMBLY 2" CONCRETE TOPPER W/ WELDED WIRE FABRIC REINFORCEMENT ON 3" HOLLOWCORE PRECAST CONCRETE SLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL 1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ON VAPOR RETARDER ONRESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGINTERIOR FURRING5/8" TYPE-X GYPSUM BOARD SHEATHING ON2x4 WOOD STUD FRAMING ONEXISTING WALLREINFORCED CONCRETE FOOTING. SEE STRUCTURAL. PATCH WINDOW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION.PATCH WINDOW OPENING. MATCH AND BLEND TOEXISTING CONSTRUCTION.STEEL ANGLE. FASTEN TO EXISTING WALL.SEE STRUCTURAL.2x2 ACP CEILING & GRID WINDOW PATCH 5/8" TYPE-X GYPUSM BOARD SHEATHING ONWOOD STUD FRAMING TO FILL CAVITY W/BATT INSULATION IN CAVITY ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGWALL ASSEMBLY 5/8" TYPE-X GYPUSM BOARD SHEATHING ON 2x2 WOOD FURRING ON AIR GAP AT EXISTING ONENING ON2x4 WOOD STUD FRAMING W/ BATT INSUALTION IN CAVITY ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGNEW EXISTING 5"A3447A3447A345 8 A3448A344 9SIM. A344 9SIM. SECOND FLOOR0' - 0"FIRST FLOOR (VERIFY)-9' - 10"BRG HT8' - 1 1/8"AINTERIOR FURRING5/8" TYPE-X GYPSUM BOARD SHEATHING ON 2x2 WOOD FURRING ON2-HOUR FIRE RATED WALL ASSEMBLY7 5/8" CMU W/HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. VERTICALLY ON2" AIR GAP ON EXISTING WALLFLOOR ASSEMBLY3" CONCRETE TOPPER W/WELDED WIRE FABRIC REINFORCEMENT ON8" HOLLOWCORE PRECAST CONCRETESLAB ASSEMBLY4" REINFORCED CONCRETE SLAB ONVAPOR RETARDER ONCOMPACTED CLEAN GRANULAR FILL1-HOUR FIRE RATED ROOF / CEILING ASSEMBLY PER UL P531(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ON1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/BLOWN-IN INSULATION ON VAPOR RETARDER ONRESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM BOARD SHEATHINGNEW VINYL SIDING TO MATCH EXISTING. STEP FLASH EXISTING WALL ONTO NEW ROOF. 90 MINUTE FIRE RATEDHOLLOW METAL DOOR & FRAMESTRUCTURAL HEADER OVER NEW OPENINGIN EXISTING WALL. SEE STRUCTURAL.STAINLESS STEEL PLATE OVER 2" GAP BETWEEN CONSTRUCTIONSBLEND NEW DRYWALL WITH EXISTING.STEEL LINTEL HEADER. SEE STRUCTURAL.NEWEXISTING 2 " 7 5/8" 2 1 /8"A343 5 A3433A343 7 GYPSUM BOARD JAMB BEYONDREVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A314Wall Sections Faith Baptist Church Addition 1 8 0 2 81" = 1'-0" A314 1 WALL SECTION 1" = 1'-0"A314 2 WALL SECTIONBLD19-00480 09/13/19 ENTRY LEVEL -8' - 10" VESTIBULE BRG HT 1' - 2" NEW VINYL SIDING. STEP FLASH EXISTING WALL ONTO NEW ROOF. SIGNAGE BY OWNER. PROVIDE BLOCKING AS NEEDED. COLUMN BEYOND (2) LAYERS OF 3/4" TREATED PLYWOOD FASCIA BOARDS. MATCH EXISTING. EXISTING WALL STRUCTURAL HEADER. SEE STRUCTURAL. COMPOSITE TRIM 1x3 TRIM COMPOSITE SHEATHING 2x4 WOOD STUD FRAMING OVER STRUCTURAL HEADER ROOF / CEILING ASSEMBLY ASPHALTIC SHINGLES ON ROOFING FELT ON 1/2" EXTERIOR GRADE O.S.B. SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING SLOPE AWAY 0' - 3 1/2"8' - 8 1/2"THERMALLY BROKEN ALUMINUM STOREFRONT FRAMING EXTERIOR WALL VINYL SIDING ON WEATHER BARRIER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x8 WOOD STUD FRAMING W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER 5/8" TYPE-X GYPSUM BOARD SHEATHING 2" EXPANDED POLYSTYRENE REINFORCED CONCRETE FOOTING. SEE STRUCTURAL. SLAB ASSEMBLY 4" REINFORCED CONCRETE SLAB ON VAPOR RETARDER ON COMPACTED CLEAN GRANULAR FILL STRUCTURAL HEADER OVER NEW OPENING IN EXISTING WALL. SEE STRUCTURAL. FROST STOOP. SEE STRUCTURAL. PATCH AND BLEND TO MATCH EXISTING WALL. PLYWOOD BEYOND TO CONTAIN BLOWN-IN INSULATION 2' - 0"TRUSS BRACING BEYOND. SEE STRUCTURAL. T.O. FOOTING @ VEST. -11' - 6" THERMALLY BROKEN ALUMINUM STOREFRONT FRAMING PREFINISHED ALUMINUM SOFFIT PREFINISHED ALUMINUM SOFFIT 2 A315 PREFINISHED ALUMINUM SOFFIT SECOND FLOOR 0' - 0" ENTRY LEVEL -8' - 10" VESTIBULE BRG HT 1' - 2" T.O. FOOTING @ VEST. -11' - 6" 2x4 WOOD BLOCKING (4) 2x6 WOOD STUD COLUMN 1" PVC EXTERIOR TRIM 1/2" PVC EXTERIOR TRIM 1" COMPOSITE TRIM SHEET0' - 3 1/2"7' - 4 1/2" 1' - 4" LVL BEAM. SEE STRUCTURAL. 1/2" COMPOSITE TRIM SHEET SOFFIT PREFINISHED ALUMINUM SOFFIT PREFINISHED ALUMINUM DRIP EDGE PREFINISHED ALUMINUM GUTTER 4 12 REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A315Wall Sections Faith Baptist Church Addition 1 8 0 2 8 1" = 1'-0"A315 1 WALL SECTION 1" = 1'-0"A315 2 A315 / 2 BLD19-00480 09/13/19 PERIMETER DRAIN TILE- ROUTE TO SUMPWATERSTOP, TYPICAL2" CONCRETE MUD SLAB TO RECEIVE WATER PROOFING MEMBRANE. PERIMETER DRAIN TILE - ROUTE TO SUMP WATERSTOP, TYPICAL REINFORCED CONCRETEELEVATOR PIT WITH SHEETWATER PROOFING & DRAINAGEMAT CONTINUOUS @ PERIMETERWITH BENTONITE WATER STOPSTHROUGHOUT.VERIFY DIMENSIONS AND COORDINATESUMP LOCATION/REQUIREMENTS WITHELEVATOR SUPPLIER.8"3"2" CONCRETE MUD SLAB TO RECEIVEWATER PROOFING MEMBRANE.SECTION DETAIL - ELEVATOR PIT 1-1/2" = 1'-0" 1 A341 SECTION DETAIL - ELEVATOR SHAFT AT LOWER LEVEL CEILING 1-1/2" = 1'-0" 2 A341 SECTION DETAIL - ELEVATOR SHAFT AT LOWER LEVEL CEILING1-1/2" = 1'-0"6 A341 SECTION DETAIL - ELEVATOR SHAFT AT UPPER LEVEL CEILING 1-1/2" = 1'-0" 3 A341 SECTION DETAIL - ELEVATOR SHAFT AT UPPER LEVEL CEILING1-1/2" = 1'-0"7 A341 SECTION DETAIL - ELEVATOR SHAFT AT ROOF 1-1/2" = 1'-0" 4 A341 SECTION DETAIL - ELEVATOR SHAFT AT ROOF1-1/2" = 1'-0"8 A341 SECTION DETAIL - ELEVATOR PIT1-1/2" = 1'-0"5 A341 ASPHALTIC SHINGLES ON ROOFING FELT ONCONTINUOUS ICE & WATER DAM MEMBRANE ON1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C.4 12 ASPHALTIC SHINGLES ONROOFING FELT ONCONTINUOUS ICE & WATER DAM MEMBRANE ON1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C.412 REINFORCED CONCRETE FOOTING ONSHEET WATER PROOFING ON2" CONCRETE MUD SLABVERIFY DIMENSIONS AND COORDINATE SUMP LOCATION/REQUIREMENTS WITH ELEVATOR SUPPLIER. REINFORCED CONCRETE ELEVATOR PIT WITH SHEET WATER PROOFING & DRAINAGE MAT CONTINUOUS @ PERIMETER WITH BENTONITE WATER STOPS THROUGHOUT. REINFORCED CONCRETE FOOTING ON SHEET WATER PROOFING ON 2" CONCRETE MUD SLAB 5/8" TYPE 'X' GYPSUM BOARD ONRESILIENT CHANNELS ONVAPOR RETARDER ONPRE-ENGINEERED WOOD TRUSSESCLOSED CELL SPRAY FOAM INSULATION (R-40 MIN.) 5/8" TYPE "X" GYPSUM BOARD2x6 WOOD JOIST 8" CMU BOND BEAM WITH STRUCTURAL BARS. GROUT CORE SOLID - SEE STRUCTURAL 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING. - SEE STRUCTURAL (2) LAYERS OF 2" POLYISOCYANURATE INSULATION ON 8" REINFORCED CMU. SEE STRUCTURAL. TRUSS HANGER. SEE STRUCTURAL 2x6 WOOD JOIST CLOSED CELL SPRAY FOAM INSULATION (R-40 MIN.) JOIST HANGER (2) LAYERS OF 2"POLYISOCYANURATEINSULATION ON8" REINFORCED CMU.SEE STRUCTURAL.BLOWN-IN FIBERGLASS INSULATION (SEESPECIFICATIONS FOR DEPTH AND R-VALUE) EXISTING SHEATHING ON TRUSS AND WALL SYSTEM. PRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C.2 2JOIST HANGER CUT BLOCK. GROUT SOLID5/8" TYPE "X" GYPSUM BOARD8" CMU BOND BEAM WITHSTRUCTURAL BARS.GROUT CORE SOLID -SEE STRUCTURAL 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING. - SEE STRUCTURALTRUSS HANGER.SEE STRUCTURAL8" CMU BOND BEAM WITH STRUCTURAL BARS. GROUT CORE SOLID - SEE STRUCTURAL 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING. - SEE STRUCTURAL 8" CMU BOND BEAM WITH STRUCTURAL BARS. GROUT CORE SOLID - SEE STRUCTURAL 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTALJOINT REINFORCING. - SEE STRUCTURAL 5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.TRUSS HANGER.SEE STRUCTURALTRUSS BRACING.SEE STRUCTURAL(2) LAYERS OF 2"POLYISOCYANURATEINSULATION ON8" REINFORCED CMU.SEE STRUCTURAL.(2) LAYERS OF 2"POLYISOCYANURATEINSULATION ON 8" REINFORCED CMU. SEE STRUCTURAL. EXISTING FLOOR AND WALL SYSTEM. 8" CMU BOND BEAM WITH STRUCTURAL BARS. GROUT CORE SOLID -SEE STRUCTURAL8x8x16 SMOOTHFACE CMU WALLWITH HORIZONTAL JOINT REINFORCING. - SEE STRUCTURALMAINTAIN GAP - SEE STRUCTURAL 2 22 2 8" CMU BOND BEAM WITHSTRUCTURAL BARS.GROUT CORE SOLID -SEE STRUCTURAL5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.3" CONCRETE TOPPER W/ WELDING WIREFABRIC REINFORCEMENT ON8" HOLLOW CORE PRECAST CONCRETE.REFER TO STRUCTURAL DRAWINGS.VINYL BASE2 2 5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.4" REINFORCED CONCRETE SLAB ONMOISTURE BARRIER ON12" MINIMUM, MACHINE COMPACTED, CLEANGRANULAR FILL.VINYL BASE8x8x16 SMOOTHFACE CMU WALLWITH HORIZONTALJOINT REINFORCING.- SEE STRUCTURALEXISTING FLOOR, WALL AND FOUNDATION SYSTEM. BLOWN-IN FIBERGLASSINSULATION (SEESPECIFICATIONS FORDEPTH AND R-VALUE)PROVIDE FIRE STOPPING SYSTEM @ JOINT PER MANUFACTURER'S REQUIREMENTS PROVIDE FIRE STOPPING SYSTEM @ JOINTPER MANUFACTURER'S REQUIREMENTS6'-11 1/4"21 2 1 4A R C H I T E C T S REVISION ISSUE DATE & TITLE DRAWING NUMBER PROJECT NUMBER 1101 Old Marion Rd. NE Cedar Rapids, Iowa 52402 t: 319.862.0384 All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DATE 1 8 0 2 81251 Village Rd,Iowa City, IA 5224008.30.19Faith Baptist Church Addition PERMIT SET A341Section Details BLD19-00480 09/13/19 SECTION DETAIL - ELEVATOR SHAFT AT ROOF1-1/2" = 1'-0"8 A342 SECTION DETAIL - ELEVATOR SHAFT AT UPPER LEVEL CEILING1-1/2" = 1'-0"7 A342 SECTION DETAIL - ELEVATOR SHAFT AT LOWER LEVEL CEILING1-1/2" = 1'-0"6 A342 SECTION DETAIL - ELEVATOR PIT1-1/2" = 1'-0"5 A342 3"2"8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING. GROUT CORE SOLID - SEE STRUCTURAL METAL ANGLES - SEE STRUCTURALFOR HEADER CONFIGURATION.(2) 2x CMU. GROUT SOLID. - SEE STRUCTURAL.3/8"-1/2" JOINT - PAINTABLE ACRYLIC SEALANT& BACKER ROD (CONTINUOUS @ PERIMETER).8x8x16 SMOOTH FACE CMU BOND BEAM. GROUT CORE SOLID - SEE STRUCTURAL 2x4" WOOD STUD FRAMING @ 24" O.C. 5/8" GYPSUM BOARD. SECTION DETAIL - ELEVATOR SHAFT AT ROOF 1-1/2" = 1'-0" 4 A342 SECTION DETAIL - ELEVATOR SHAFT AT UPPER LEVEL CEILING 1-1/2" = 1'-0" 3 A342 SECTION DETAIL - ELEVATOR PIT 1-1/2" = 1'-0" 1 A342 SECTION DETAIL - ELEVATOR SHAFT AT LOWER LEVEL CEILING 1-1/2" = 1'-0" 2 A342 2" CONCRETE MUD SLAB TO RECEIVE WATER PROOFING MEMBRANE. PERIMETER DRAIN TILE - ROUTE TO SUMP WATERSTOP, TYPICAL VERIFY DIMENSIONS AND COORDINATE SUMP LOCATION/REQUIREMENTS WITH ELEVATOR SUPPLIER. REINFORCED CONCRETE ELEVATOR PIT WITH SHEET WATER PROOFING & DRAINAGE MAT CONTINUOUS @ PERIMETER WITH BENTONITE WATER STOPS THROUGHOUT. REINFORCED CONCRETE FOOTING ON SHEET WATER PROOFING ON 2" CONCRETE MUD SLAB 5/8" TYPE 'X' GYPSUM BOARD ONRESILIENT CHANNELS ONVAPOR RETARDER ONPRE-ENGINEERED WOOD TRUSSESVERIFY DIMENSIONS AND COORDINATESUMP LOCATION/REQUIREMENTS WITHELEVATOR SUPPLIER.4" REINFORCED CONCRETE SLAB ON MOISTURE BARRIER ON 12" MINIMUM, MACHINE COMPACTED, CLEAN GRANULAR FILL. VINYL BASE SHOWN BEYOND ELEVATOR JAMB AND DOOR SHOWN BEYOND 2 2 2 2 VINYL BASEPERIMETER DRAIN TILE- ROUTE TO SUMPWATERSTOP, TYPICALREINFORCED CONCRETEELEVATOR PIT WITH SHEETWATER PROOFING & DRAINAGEMAT CONTINUOUS @ PERIMETERWITH BENTONITE WATER STOPSTHROUGHOUT.2" CONCRETE MUD SLAB TO RECEIVEWATER PROOFING MEMBRANE.REINFORCED CONCRETE FOOTING ONSHEET WATER PROOFING ON2" CONCRETE MUD SLAB5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.4" REINFORCED CONCRETE SLAB ONMOISTURE BARRIER ON12" MINIMUM, MACHINE COMPACTED, CLEANGRANULAR FILL.3" CONCRETE TOPPER W/ WELDING WIREFABRIC REINFORCEMENT ON 3" HOLLOW CORE PRECAST CONCRETE.REFER TO STRUCTURAL DRAWINGS. 2 28"3"5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.3" CONCRETE TOPPER W/ WELDING WIREFABRIC REINFORCEMENT ON8" HOLLOW CORE PRECAST CONCRETE.REFER TO STRUCTURAL DRAWINGS.VINYL BASE8" CMU BOND BEAM WITHSTRUCTURAL BARS.GROUT CORE SOLID -SEE STRUCTURAL5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON8" REINFORCED CMU.CONTINUOUS METAL ANGLE. SEE STRUCTURALELEVATOR JAMB AND DOOR SHOWN BEYOND2x BLOCKINGTRUSS BRACING.SEE STRUCTURAL(2) LAYERS OF 2"POLYISOCYANURATE INSULATION ON8" REINFORCED CMU.SEE STRUCTURAL.BLOWN-IN FIBERGLASSINSULATION (SEESPECIFICATIONS FORDEPTH AND R-VALUE)ALUMINUM BURN CLIP CONNECTED TO TRUSSBRACING, TYPICAL. SEE STRUCTURAL.8" CMU BOND BEAM WITH STRUCTURAL BARS.GROUT CORE SOLID - SEE STRUCTURAL8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTALJOINT REINFORCING. - SEE STRUCTURALMACHINE BRAKE METAL8x8x16 SMOOTH FACE CMU BOND BEAM.GROUT CORE SOLID - SEE STRUCTURAL(2) 2x CMU. GROUT SOLID. - SEE STRUCTURAL.3/8"-1/2" JOINT - PAINTABLE ACRYLIC SEALANT & BACKER ROD (CONTINUOUS @ PERIMETER). 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING. GROUT CORE SOLID - SEE STRUCTURAL 2x4" WOOD STUD FRAMING @ 24" O.C. 5/8" GYPSUM BOARD. ELEVATOR JAMB AND DOOR SHOWN BEYOND MACHINE BRAKE METAL METAL ANGLES - SEE STRUCTURAL FOR HEADER CONFIGURATION.5/8" TYPE 'X' GYPSUM BOARD ON RESILIENT CHANNELS ON VAPOR RETARDER ON PRE-ENGINEERED WOOD TRUSSES TRUSS HANGER.SEE STRUCTURALTRUSS BRACING. SEE STRUCTURAL (2) LAYERS OF 2" POLYISOCYANURATE INSULATION ON 8" REINFORCED CMU. SEE STRUCTURAL. BLOWN-IN FIBERGLASS INSULATION (SEE SPECIFICATIONS FOR DEPTH AND R-VALUE) ALUMINUM BURN CLIP CONNECTED TO TRUSS BRACING, TYPICAL. SEE STRUCTURAL. ELEVATOR JAMB AND DOOR SHOWN BEYOND ASPHALTIC SHINGLES ONROOFING FELT ONCONTINUOUS ICE & WATER DAM MEMBRANE ON1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C. (2) LAYERS OF 2"POLYISOCYANURATE INSULATION ON8" REINFORCED CMU.SEE STRUCTURAL.ALUMINUM BURN CLIP CONNECTED TO TRUSSBRACING, TYPICAL. SEE STRUCTURAL.ASPHALTIC SHINGLES ON ROOFING FELT ON CONTINUOUS ICE & WATER DAM MEMBRANE ON 1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C. (2) LAYERS OF 2" POLYISOCYANURATE INSULATION ON 8" REINFORCED CMU. SEE STRUCTURAL. ALUMINUM BURN CLIP CONNECTED TO TRUSS BRACING, TYPICAL. SEE STRUCTURAL. 2x6 WOOD JOISTCLOSED CELL SPRAYFOAM INSULATION(R-40 MIN.)JOIST HANGER5/8" TYPE "X"GYPSUM BOARD8" CMU BOND BEAMWITH STRUCTURAL BARS. GROUT CORE SOLID - SEE STRUCTURAL8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING. - SEE STRUCTURALCB 6'-0"C B PROVIDE FIRE STOPPINGSYSTEM @ JOINT PERMANUFACTURER'S REQUIREMENTS 22 22 2 2 2 2 TRUSS BRACING. SEE STRUCTURAL TRUSS BRACING. SEE STRUCTURALA R C H I T E C T S REVISION ISSUE DATE & TITLE DRAWING NUMBER PROJECT NUMBER 1101 Old Marion Rd. NE Cedar Rapids, Iowa 52402 t: 319.862.0384 All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DATE 1 8 0 2 81251 Village Rd,Iowa City, IA 5224008.30.19Faith Baptist Church Addition PERMIT SET A342Section Details BLD19-00480 09/13/19 VERIFY ROUGH OPENINGWITH DOOR MANUFACTURER+/- 7"EXISTING BUILDING NEWBUILDING+/- 4" VERIFY ROUGH OPENINGWITH DOOR MANUFACTURER8"3"EXISTING BUILDING NEW BUILDING 8 3/4" EXISTING BUILDINGNEW BUILDING 7 5/8" 2" 3" MIN.+/- 2" SECTION DETAIL - HOLLOW METAL DOOR SILL1-1/2" = 1'-0"6 A343 SECTION DETAIL - HOLLOW METAL DOOR HEAD1-1/2" = 1'-0"7 A343 SECTION DETAIL - FOOTING @ EXISTING BUILDING1-1/2" = 1'-0"5 A343 5" 7" 8"3"24" MIN. HT.RIGID NSULATION3 3/8" 3 5/8" 1'-0" 2 1/2" EXTRUDED POLYSTYRENE INSULATIONVINYL BASE 2x6 TREATED WOOD PLATE ANCHOR BOLT- REFER TO STRUCTURAL DRAWINGS GROUT FILL3 2 2 6 41/2" EXPANSION PAD. 2 1/2" EXTRUDED POLYSTYRENE INSULATION 2x4 TREATED WOOD PLATE CONCRETE FASTENERREINFORCED CONCRETE FOOTING.REFER TO STRUCTURAL DRAWINGS.- 9'-10" LOWER LEVEL 31'-0"3 5/8" BRICK VENEER ON AIR SPACE ONWEATHER BARRIER ON5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x6 TREATED WOOD STUDS @ 16 O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON5/8" TYPE-X GYPSUM BOARD SHEATHING. 12" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON6 MIL VAPOR RETARDER ON 5/8" GYPSUM BOARD.3" CONCRETE TOPPER W/ WELDING WIRE FABRIC REINFORCEMENT ON 8" HOLLOW CORE PRECAST CONCRETE. REFER TO STRUCTURAL DRAWINGS.6" MIN.THRU-WALLFLASHINGCORD WEEPS @ 24" O.C., TRIM FLUSH WITH SURFACETHRU-WALL FLASHING WITH STAINLESS STEELDRIP EDGE (LAP RUBBER FLASHING AND WEATHERBARRIER OVER THRU-WALL FLASHING.)6" MIN.6" MIN.OVERLAP W/ RUBBER FLASHING, ABOVE AND BELOW JOINT 0'-0" UPPER LEVEL 6" MIN.RUBBERFLASHING4" REINFORCED CONCRETE SLAB ON 10 MIL POLYETHLENE MOISTURE BARRIER ON 6" MINIMUM COMPACTED CLEAN GRANULAR FILL. REFER TO STRUCTURAL DRAWINGS. A3" CONCRETE TOPPER W/WELDING WIRE FABRICREINFORCEMENT ON8" HOLLOW COREPRECAST CONCRETE.REFER TO STRUCTURALDRAWINGS.VINYL BASE, SHOWN BEYOND SECTION DETAIL - FOOTING 1-1/2" = 1'-0" 1 A343 SECTION DETAIL - HOLLOWCORE BEARING 1-1/2" = 1'-0" 2 A343 1-HOUR FIRE RATEDROOF/CEILING ASSEMBLY ASPHALTIC SHINGLES ONROOFING FELT ON CONTINUOUS ICE & WATER DAM MEMBRANE ON1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ONPRE-ENGINEERED WOODTRUSS SYSTEM. @ 24" O.C. W/BLOWN-IN INSULATION ONVAPOR RETARDER ON1/2" RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUMSHEATHING.ALUMINUM BURN CLIP CONNECTED TO TRUSSBRACING, TYPICAL. SEE STRUCTURAL.WALL, SHOWN BEYONDSEE EXTERIOR ELEVATIONS T.O. BRICK LEDGE 1-HOUR FIRE RATED ROOF/CEILING ASSEMBLY (NOT REQUIRED, BUT PROVIDED) ASPHALTIC SHINGLES ONROOFING FELT ON CONTINUOUS ICE & WATER DAM MEMBRANE ON 1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON 1/2" RESILIENT CHANNELS ON 5/8" TYPE-X GYPSUM SHEATHING. 3 5/8" BRICK VENEER ONAIR SPACE ON WEATHER BARRIER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x6 TREATED WOOD STUDS @ 16 O.C. W/ BATT INSULATION IN CAVITY ONVAPOR RETARDER ON5/8" TYPE-X GYPSUM BOARD SHEATHING. 2 6 2 6 3 3/8" 1'-0" 3 5/8" 4 12 3 7" 7"1 3/4"DO NOT GROUT TOP OF BRICK TO WOOD BOARD.PREFINISHED ALUMINUM DRIP EDGE (2) LAYERS 3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS TO MATCH EXISTING WOOD TRIM. 4"8"SECTION DETAIL - FASCIA (BRICK VENEER) @ EAVE 3" = 1'-0" 3 A343 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTALJOINT REINFORCING.(2) 2x8x16 CMU, GROUT SOLID. -SEE STRUCTURALMETAL ANGLES - SEE STRUCTURAL FOR HEADER CONFIGURATION. 16 GAUGE HOT-DIPED GALVANIZED, PAINTED, HOLLOW METAL DOOR FRAME. FILL SOLID W/ 5000 P.S.I. GROUT.PAINTABLE ACRYLIC SEALANT &BACKER ROD (CONTINUOUS @PERIMETER).PLACE BACKER ROD AT DEPTHFOR SEALANT TO HAVE A 1 TO1/2 WIDTH TO DEPTH RATIO FORTHE CROSS SECTIONAL AREA. 4"3/8"18 GAUGE HOT-DIPEDGALVANIZED,GALVANIZED,PAINTED, HOLLOW METAL DOOR.+7'-4" A.F.F.B.O. HEADER BOND BEAM BATT INSULATION IN CAVITY2x WOOD HEADER. - SEESTRUCTURAL FOR EXACTCONFIGURATION. 5/8" GYPSUM BOARD 2x WOOD BLOCKING 5/8" GYPSUM BOARD 2x WOOD FRAMING EXISTING WALL WALL, SHOWN BEYONDCARPET SHOWN FORCLARITY OFCONTINUATION.ON OPPOSITE SIDE OF DOOR TRANSITIONMETAL JOINT COVER TO BE OVERLAID WITH MATCHING FLOOR FINISH. FASTEN ON NEW BUILDING SIDE ONLY WALL, SHOWN BEYOND EXISTING BUILDING NEWBUILDING7 5/8"2" VARIES5/8" TYPE 'X' GYPSUMBOARD ON2x2 WOOD STUDFRAMING @ 24" O.C. ON8" REINFORCED CMU.5/8" TYPE 'X' GYPSUMBOARD ON2x2 WOOD STUDFRAMING @ 24" O.C. ON8" REINFORCED CMU. VINYL BASE4" REINFORCEDCONCRETE SLAB ONREINFORCED CONCRETEFOOTING ONMOISTURE BARRIER ON12" MINIMUM, MACHINECOMPACTED, CLEANGRANULAR FILL.REINFORCED CONCRETE FOOTING.CONNECT TO EXISTING BUILDING FOOTING.REFER TO STRUCTURAL DRAWINGS.2 4 2 2 22 1/2" EXPANSION PAD.PREFINISHED METAL FLASHING.6" MIN. UP & 4" MIN. DOWNWRAP WEATHER BARRIER OVER STEP FLASHINGICE/WATER MEMBRANE FLASHING. 6" MIN. UPASPHALTIC SHINGLES - REFER TO ROOF PLANROOFING FELTEXTERIOR GRADE, 1/2" OSB SHEATHING W/ CLIPS'J' VINYL STARTER TRIM4 2 TRUSS BRACING. SEE STRUCTURALEXISTING FLOOR, WALL ANDFOUNDATION SYSTEM. EXISTING FLOOR AND WALL SYSTEM. A R C H I T E C T S REVISION ISSUE DATE & TITLE DRAWING NUMBER PROJECT NUMBER 1101 Old Marion Rd. NE Cedar Rapids, Iowa 52402 t: 319.862.0384 All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DATE 1 8 0 2 81251 Village Rd,Iowa City, IA 5224008.30.19Faith Baptist Church Addition PERMIT SET A343Section Details BLD19-00480 09/13/19 3"2"4 3/8"-1/2" JOINT & BACKER ROD. 2x4 WOOD STUD FRAMING @ 24" O.C.5/8" GYPSUM BOARD.SOUND BATT INSULATION INWALL CAVITY.24 4 2 2ACOUSTICAL CEILING PANEL AND GRID2x2 WOOD STUD FRAMING @ 24" O.C.2x4 WOOD STUD FRAMING @ 24" O.C.5/8" GYPSUM BOARD.- 1'-10"B.O. A.C.P. 0'-0"T.O. F.F.HORIZONTAL ANGLE WITH WELDEDVERTICAL ANGLES, 16' O.C., BOLTEDTO EXISTING WALL. SEE STRUCTURAL.SECTION DETAIL - FLOOR BEARING @ ELEVATOR LOBBY1-1/2" = 1'-0"8 A344 SECTION DETAIL - TRUSS BEARING @ ELEVATOR LOBBY1-1/2" = 1'-0"9 A344 SECTION DETAIL - FOUNDATION @ ELEVATOR LOBBY 1-1/2" = 1'-0"7 A344 2"PREFINISHED METAL FLASHING.6" MIN. UP & 4" MIN. DOWN WRAP WEATHER BARRIER OVER STEP FLASHING ICE/WATER MEMBRANE FLASHING. 6" MIN. UP ASPHALTIC SHINGLES - REFER TO ROOF PLAN ROOFING FELT EXTERIOR GRADE, 1/2" OSB SHEATHING W/CLIPSVINYL SIDING ON WEATHER BARRIER ON EXTERIOR GRADE 5/8" PLYWOOD SHEATHING ON PRE-ENGINEERED WOOD TRUSS SYSTEM. TYPICAL WALL TO ROOF FLASHING DETAIL 3" = 1'-0" 1 A344 'J' VINYL STARTER TRIM NOT ALL PENETRATIONS SHOWN 4 12 GAP PER MANUF. ASPHALTIC SHINGLES ONFELT ON EXTERIOR GRADE, 1/2" OSB SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSS SYSTEM. SHINGLE OVER CONTINUOUS RIDGE VENTTYPICAL RIDGE DETAIL 3" = 1'-0" 4 A344 ASPHALTIC SHINGLES ON FELT ON CONTINUOUS ICE & WATER DAM MEMBRANE ONEXTERIOR GRADE, 1/2" OSB SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSS SYSTEM. PRE-FINISHED ALUM. (.050) CONTINUOUSVALLEY FLASHING, 12x12 W/ 1" "V" CRIMP 412TYPICAL VALLEY DETAIL3" = 1'-0"5 A344 TYPICAL PIPE PENETRATION DETAIL3" = 1'-0"3 A344 ASPHALTIC SHINGLES ONFELT ONEXTERIOR GRADE, 1/2" OSB SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSS SYSTEM.VENT FLASHING/BOOT 4 12 ASPHALTIC SHINGLES - REFER TO ROOF PLANROOFING FELTFIRE TREATED 1/2" ROOF SHEATHING W/ CLIPSPROVIDE FIRE STOPPING SYSTEM @ JOINTPER MANUFACTURER'S REQUIREMENTS.INSTALL PANELS WITH PANEL JOINTCENTERED ON WALL.TRUSS BRACING. SEE STRUCTURALALUMINUM BURN CLIP CONNECTED TOTRUSS BRACING, TYPICAL. SEE STRUCTURAL.PRE-ENGINEERED ROOF TRUSSES2 HOUR FIRE SEPARATION WALL: 8"REINFORCED CMU. CONSTRUCT PER ULDESIGN U905. SEE STRUCTURAL.TYPICAL FIRE SEPARATION WALL AT ROOF 3" = 1'-0"6 A344 5/8" TYPE 'X' GYPSUM BOARD ON 2x2 WOOD STUD FRAMING @ 24" O.C. ON EXISTING WALL SYSTEM4" REINFORCEDCONCRETE SLAB ONREINFORCED CONCRETEFOOTING ON MOISTURE BARRIER ON12" MINIMUM, MACHINE COMPACTED, CLEANGRANULAR FILL.REINFORCED CONCRETE FOOTING.CONNECT TO EXISTING BUILDING FOOTING.REFER TO STRUCTURAL DRAWINGS.EXISTING BUILDING NEWBUILDINGVINYL BASE1/2" EXPANSION PAD.2 2 22 22 2 2 22 22 42 4242 42 5/8" TYPE 'X' GYPSUMBOARD ON2x2 WOOD STUDFRAMING @ 24" O.C. ONEXISTING WALL SYSTEM3" CONCRETE TOPPER W/ WELDING WIREFABRIC REINFORCEMENT ON3" HOLLOW CORE PRECAST CONCRETE.REFER TO STRUCTURAL DRAWINGS.VINYL BASE5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x6 TREATED WOOD STUDS @ 16 O.C. W/ BATTINSULATION IN CAVITY ON5/8" TYPE-X GYPSUM BOARD SHEATHING2 62 6 5/8" TYPE 'X' GYPSUM BOARD ON2x2 WOOD STUD FRAMING @ 24" O.C. ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x6 TREATED WOOD STUDS @ 16 O.C. W/ BATTINSULATION IN CAVITY ON5/8" TYPE-X GYPSUM BOARD SHEATHING4"x8"x3/4" EXTERIOR GRADEPLYWOOD FASCIA BOARDS TOMATCH EXISTING WOOD TRIM. PREFINISHED ALUMINUM DRIP EDGE VINYL SIDING ON WEATHER BARRIER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON GABLE END TRUSS 1-HOUR FIRE RATED ROOF/CEILING ASSEMBLYASPHALTIC SHINGLES ON ROOFING FELT ON CONTINUOUS ICE & WATER DAM MEMBRANE ON 1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ONPRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C. FASCIA (VINYL SIDING) @ RAKE DETAIL 3" = 1'-0"2 A344 4"8"TRUSS BRACING. SEE STRUCTURAL 5/8" TYPE 'X' GYPSUM BOARD ON RESILIENT CHANNELS ON VAPOR RETARDER ONPRE-ENGINEERED WOOD TRUSSES ONBLOWN-IN INSULATIONEXISTING SHEATHING ONTRUSS AND WALL SYSTEM.(2) LAYERS OF 2"POLYISOCYANURATE INSULATIONPRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C.EXISTING FLOOR ANDWALL SYSTEM. WALL SYSTEM. EXISTING FLOOR, WALL AND FOUNDATION SYSTEM. A R C H I T E C T S REVISION ISSUE DATE & TITLE DRAWING NUMBER PROJECT NUMBER 1101 Old Marion Rd. NE Cedar Rapids, Iowa 52402 t: 319.862.0384 All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DATE 1 8 0 2 81251 Village Rd,Iowa City, IA 5224008.30.19Faith Baptist Church Addition PERMIT SET A344Section Details BLD19-00480 09/13/19 D D 4"x8"x3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS TO MATCH EXISTING WOOD TRIM. 4"x8"x3/4" EXTERIOR GRADE PLYWOOD BOARD. 1'-1" 4 1/2"26 2 6 PREFINISHED ALUMINUM DRIP EDGEWALL ASSEMBLY VINYL SIDING ONWEATHER BARRIER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x8 FIRE RETARDANT TREATED WOOD STUDS @ 16 O.C. W/ STRAPPING & BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING. 1-HOUR FIRE RATED ROOF/CEILING ASSEMBLY(NOT REQUIRED, BUT PROVIDED)ASPHALTIC SHINGLES ONROOFING FELT ONCONTINUOUS ICE & WATER DAM MEMBRANE ON 1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C.W/ BLOWN-IN INSULATION ONVAPOR RETARDER ON1/2" RESILIENT CHANNELS ON5/8" TYPE-X GYPSUM SHEATHING.2 8 2 8 1" 7 1/4"DO NOT GROUT TOP OF BRICKPREFINISHED ALUMINUM DRIP EDGE1-HOUR FIRE RATED ROOF/CEILING ASSEMBLY (NOT REQUIRED, BUT PROVIDED) ASPHALTIC SHINGLES ON ROOFING FELT ON CONTINUOUS ICE & WATER DAM MEMBRANE ON 1/2" EXTERIOR GRADE OSB SHEATHING W/ CLIPS ON PRE-ENGINEERED WOOD TRUSS SYSTEM. @ 24" O.C. W/ BLOWN-IN INSULATION ON VAPOR RETARDER ON1/2" RESILIENT CHANNELS ON5/8" TYPE-X GYPSUM SHEATHING.3 5/8" BRICK VENEER ON AIR SPACE ON WEATHER BARRIER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 TREATED WOOD STUDS @ 16 O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING.2 6 2 6 4"x8"x3/4" EXTERIOR GRADEPLYWOOD FASCIA BOARDS TOMATCH EXISTING WOOD TRIM. 2 5/8"3 5/8" 1" 5 1/2" 1 1/4" SECTION DETAIL - FASCIA (VINYL SIDING) @ RAKE 1 1/2" = 1'-0" 1 A345 SECTION DETAIL - FASCIA (BRICK VENEER) @ RAKE 1 1/2" = 1'-0"2 A345 4"8"4"8"7/8" 7/8" 1'-1" 4 1/2"1 1/4"2 6 2 61 3/4" PREFINISHED ALUMINUM SOFFIT 3 332 2 2 2 DD2 8 D2 2 SECTION DETAIL - WINDOW SILL @ BRICK VENEER 1 1/2" = 1'-0" 3 A345 SECTION DETAIL - WINDOW HEAD @ BRICK VENEER 1 1/2" = 1'-0" 4 A345 SECTION DETAIL - WINDOW SILL @ VINYL SIDING1 1/2" = 1'-0"5 A345 SECTION DETAIL - WINDOW HEAD @ VINYL SIDING1 1/2" = 1'-0" 6 A345 SECTION DETAIL - WINDOW SILL @ VINYL SIDING1 1/2" = 1'-0"7 A345 SECTION DETAIL - WINDOW HEAD @ VINYL SIDING1 1/2" = 1'-0" 8 A345 SECTION DETAIL - HOLLOW METAL DOOR HEAD @ VINYL SIDING1 1/2" = 1'-0"9A345 34 1/8" 5" 1'-0" 1"2" +2'-8" A.F.F.B.O. ROUGH OPENING +7'-2" A.F.F. T.O. ROUGH OPENING +7'-2" A.F.F.T.O. ROUGH OPENING+7'-2" A.F.F.T.O. ROUGH OPENING+2'-8" A.F.F.B.O. ROUGH OPENING+2'-8" A.F.F.B.O. ROUGH OPENING+7'-2" A.F.F.T.O. ROUGH OPENING4 1/8" 5" 1'-0" 1 1/4" 8" 5 3/4"1" 4 1/8" 5 1/8" 7/8" 5 1/8" 7/8"3 1/2" 4 1/8" 3 1/2" 4 1/8"4 3/8"4 3/8" 4 3/8"4 3/8"WALL ASSEMBLYVINYL SIDING ONWEATHER BARRIER ON5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x8 FIRE RETARDANT TREATED WOOD STUDS @ 16 O.C. W/STRAPPING & BATT INSULATION IN CAVITY ONVAPOR RETARDER ON5/8" TYPE-X GYPSUM BOARD SHEATHING. WALL ASSEMBLYVINYL SIDING ONWEATHER BARRIER ON5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON2x8 FIRE RETARDANT TREATED WOOD STUDS @ 16 O.C. W/STRAPPING & BATT INSULATION IN CAVITY ONVAPOR RETARDER ON5/8" TYPE-X GYPSUM BOARD SHEATHING.VINYL SIDING ONWEATHER BARRIER ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x2 WOOD FURRING STRIPS ON 8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON 5/8" GYPSUM BOARD. VINYL SIDING ONWEATHER BARRIER ON1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON2x2 WOOD FURRING STRIPS ON8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON2x4" WOOD STUDS @ 16" O.C. AND2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON6 MIL VAPOR RETARDER ON5/8" GYPSUM BOARD.MASONRY VENEER ON AIR GAP ON WEATHER BARRIER ON 7" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON5/8" GYPSUM BOARD. 12" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON2x4" WOOD STUDS @ 16" O.C. AND2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON5/8" GYPSUM BOARD.VINYL SIDING ONWEATHER BARRIER ON1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON2x2 WOOD FURRING STRIPS ON8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON2x4" WOOD STUDS @ 16" O.C. AND2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON6 MIL VAPOR RETARDER ON5/8" GYPSUM BOARD.DOUBLE-HUNG WOOD WINDOWSTAINLESS STEEL BRAKEMETAL FLASHINGCHAMFER CONCRETE @ SILLWOOD SILL TO MATCH EXISTING GYPSUM BOARD JAMB BEYOND SEALANT & BACKER ROD EACH SIDE.3/8" TYPICAL.BRICK VENEER JAMB BEYOND1/2" DOUBLE-HUNG WOOD WINDOWSEALANT & BACKER ROD EACH SIDE. 3/8" TYPICAL. BRICK VENEER JAMB BEYONDSTAINLESS STEEL DRIP EDGETHRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE (LAP RUBBERFLASHING AND WEATHER BARRIER OVER THRU-WALL FLASHING.)STEEL LINTEL. SEE STRUCTURAL. PAINT. PLYWOOD BLOCKING AS REQUIRED. GYPSUM BOARDJAMB BEYOND DOUBLE-HUNG WOOD WINDOWSTAINLESS STEEL BRAKEMETAL FLASHINGSEALANT & BACKER ROD EACH SIDE.3/8" TYPICAL.VINYL J-TRIMWOOD SILL TO MATCH EXISTINGGYPSUM BOARDJAMB BEYOND PLYWOOD BLOCKING AS REQUIRED. GYPSUM BOARD JAMB BEYOND DOUBLE-HUNG WOOD WINDOWSTAINLESS STEEL BRAKE METAL FLASHING W/ DRIP EDGESEALANT & BACKER ROD EACH SIDE.3/8" TYPICAL.VINYL J-TRIMDETAIL MEMBRANEWOOD SILL TO MATCH EXISTING GYPSUM BOARD JAMB BEYOND DOUBLE-HUNG WOOD WINDOWSTAINLESS STEEL BRAKEMETAL FLASHINGSEALANT & BACKER ROD EACH SIDE.3/8" TYPICAL.VINYL J-TRIM DETAIL MEMBRANE DOUBLE-HUNG WOOD WINDOWSTAINLESS STEEL BRAKE METAL FLASHING W/DRIP EDGESEALANT & BACKER ROD EACH SIDE.3/8" TYPICAL.VINYL J-TRIMDETAIL MEMBRANE GYPSUM BOARD JAMB BEYOND DETAIL MEMBRANE GYPSUM BOARD JAMB BEYOND HOLLOW METAL FRAME. GROUT SOLID.STAINLESS STEEL BRAKE METAL FLASHING W/DRIP EDGESEALANT & BACKER ROD EACH SIDE.3/8" TYPICAL.VINYL J-TRIMA R C H I T E C T S REVISION ISSUE DATE & TITLE DRAWING NUMBER PROJECT NUMBER 1101 Old Marion Rd. NE Cedar Rapids, Iowa 52402 t: 319.862.0384 All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DATE 1 8 0 2 81251 Village Rd,Iowa City, IA 5224008.30.19Faith Baptist Church Addition PERMIT SET A345Section Details BLD19-00480 09/13/19 1 D PLAN DETAIL - CONCRETE WALL @ NEW ENTRANCE 1-1/2" = 1'-0" 1 A371 2 6 2 6 2 6 2 4 2 2 8" 3 1/2" 5/8"1 1/2" 4" 5 1/2" 2 2 2" 5 1/2" 8" 5/8" 10 1/8"8 3/4" 5/8" 1 D 2 2 7 1/4"2" 6 3/4" 7 5/8" 9 3/4"8 3/4" 5/8" 2 8 2 8 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING - GROUT CORE SOLID - SEE STRUCTURAL.1 1/2"2 8 2 8 BLOWN-IN INSULATION BOTTOM CHORD TRUSS SHOWN BELOW WOOD, TRUSS BRACING 1/2" PLYWOOD 24" MIN. HIGH TO STOP BLOWN-IN INSULATION. WALL BELOW- SHOWN IN DASH LINES DIAGONAL TRUSS SECTION SHOWN FOR CLARITY VINYL SIDING WEATHER BARRIER 2- HOUR FIRE RATED WALL ASSEMBLY VINYL SIDING ON WEATHER BARRIER ON (2) LAYERS 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 2x8 FIRE RETARDANT TREATED WOOD STUDS @ 16 O.C. W/ STRAPPING & BATT INSULATION IN CAVITY ON VAPOR RETARDER ON (2) LAYERS 5/8" TYPE-X GYPSUM BOARD SHEATHING. VAPOR RETARDER 2x2 WOOD FURRING STUDS @ 24 O.C. 5/8" MOISTURE RESISTANT TYPE-X GYPSUM PLAN DETAIL - CMU WALL @ NEW ENTRANCE 1-1/2" = 1'-0" 2 A371 WALL ASSEMBLY VINYL SIDING ON WEATHER BARRIER ON 1/2" EXTERIOR GRADE PLYWOOD SHEATING ON 2x6 WOOD STUDS @ 16 O.C. W/ STRAPPING & BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING. MOVEMENT JOINT MOVEMENT JOINT VINYL SIDING ON WEATHER BARRIER ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 2x2 WOOD FURRING ON 8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD ON 6 MIL VAPOR RETARDER ON 2x2 WOOD FURRING ON 8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2" GAP ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6" WOOD STUDS @ 16" O.C. ON 6 MIL VAPOR RETARDER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD A 2 8 2 8 2 8 22 3 2 8 2 6 22 PLAN DETAIL - BRICK WALL @ EXISTING BUILDING 1-1/2" = 1'-0" 3 A371 3 5/8" BRICK VENEER ON AIR SPACE ON WEATHER BARRIER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x6 TREATED WOOD STUDS @ 16 O.C. W/ BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING. 8x8x16 SMOOTH FACE CMU WALL WITH HORIZONTAL JOINT REINFORCING - GROUT CORE SOLID - SEE STRUCTURAL. 2x2 WOOD FURRING STUDS @ 24 O.C. MOVEMENT JOINT SEALANT JOINT2"VAPOR RETARDER EXISTINGBUILDINGNEW BUILDING BLEND NEW JAMB WITH EXISTING WALL 2 6 TYPE-X GYPSUM BOARD SHEATHING ON 2x6 JAMB HOLLOW METAL DOOR JAMB. GROUT SOLID. 3 3 2 2 D 8 2 D 22 PLAN DETAIL - WINDOW JAMB @ BRICK VENEER 1-1/2" = 1'-0" 4 A371 PLAN DETAIL - WINDOW JAMB @ VINYL SIDING 1-1/2" = 1'-0" 5 A371 PLAN DETAIL - WINDOW JAMB @ VINYL SIDING 1-1/2" = 1'-0" 6 A371 PLAN DETAIL - HOLLOW METAL DOOR JAMB 1-1/2" = 1'-0" 7 A371 1 1/4"5 3/4"7" 4 1/8"7" 5 3/4"8" 4 1/8"1 1/4"1" 5 1/8"3 5/8" 4 1/8" 5" 4 1/8" 1'-0" VINYL SIDING ON 2x2 WOOD FURRING STRIPS ON WEATHER BARRIER ON 8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON 5/8" GYPSUM BOARD. 2 4 2 4 MASONRY VENEER ON AIR GAP ON WEATHER BARRIER ON 7" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON 5/8" GYPSUM BOARD. WALL ASSEMBLY VINYL SIDING ON WEATHER BARRIER ON 5/8" MOISTURE RESISTANT TYPE-X GYPSUM BOARD SHEATHING ON 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x8 FIRE RETARDANT TREATED WOOD STUDS @ 16 O.C. W/ STRAPPING & BATT INSULATION IN CAVITY ON VAPOR RETARDER ON 5/8" TYPE-X GYPSUM BOARD SHEATHING. MASONRY VENEER ON AIR GAP ON WEATHER BARRIER ON 7" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON 5/8" GYPSUM BOARD. VINYL SIDING ON WEATHER BARRIER ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2x2 WOOD FURRING STRIPS ON 8" FOUNDATION WALL (REFER TO STRUCTURAL DRAWINGS.) ON 2x4" WOOD STUDS @ 16" O.C. AND 2 1/2" EXTRUDED POLYSTYRENE INSULATION IN WALL CAVITY ON 6 MIL VAPOR RETARDER ON 5/8" GYPSUM BOARD. DETAIL MEMBRANE WOOD SILL BELOW SEALANT & BACKER ROD EACH SIDE. 3/8" TYPICAL. DOUBLE-HUNG WOOD WINDOW PLYWOOD BLOCKING AS REQUIRED8" DETAIL MEMBRANE SEALANT & BACKER ROD EACH SIDE. 3/8" TYPICAL. DOUBLE-HUNG WOOD WINDOW PREFINISHED BRAKE METAL VINYL J-TRIM WOOD SILL BELOW PLYWOOD BLOCKING AS REQUIRED WOOD SILL BELOW DETAIL MEMBRANE SEALANT & BACKER ROD EACH SIDE. 3/8" TYPICAL. DOUBLE-HUNG WOOD WINDOW VINYL J-TRIM7/8"9 1/2" SEALANT & BACKER ROD EACH SIDE. 3/8" TYPICAL. VINYL J-TRIM DETAIL MEMBRANE PREFINISHED BRAKE METAL HOLLOW METAL DOOR FRAME. GROUT SOLID. 5/8" 1/2" EXTERIOR GRADE PLYWOOD SHEATHING10"A R C H I T E C T S REVISION ISSUE DATE & TITLE DRAWING NUMBER PROJECT NUMBER 1101 Old Marion Rd. NE Cedar Rapids, Iowa 52402 t: 319.862.0384 All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DATE 1 8 0 2 81251 Village Rd,Iowa City, IA 5224008.30.19Faith Baptist Church Addition PERMIT SET A371Section Details BLD19-00480 09/13/19 7' - 0" 3' - 0" 3' - 0"7' - 0"A B T 3' - 0"7' - 0" C T 3' - 8"7' - 0"D AA BB CC DD 2 "7' - 0" 7' - 2" 2" 3' - 0" 2" 3' - 4" 4 "7' - 0" 7' - 4" 2" 3' - 0" 2" 3' - 4" 4 "7' - 0" 7' - 4" 2" 6' - 0" 2" 6' - 4" 2 " 2' - 6" 2 " 4' - 2" 2 " 1' - 4" 2 " 8' - 8" 2"2' - 8" 2" 3' - 0" 2"2' - 8" 2" 9' - 0" T T T T T T T EE 4 "7' - 0" 7' - 4" 2" 3' - 8" 2" 4' - 0" EPT 1' - 6" 5' - 2" 3' - 1" 3' - 2" 2' - 6" 1' - 4"2' - 10" B.O. REFL. SURFACE3' - 4" 2' - 10"3' - 4"1' - 6" 6" 3' - 0"1' - 5"48" x 36 MIRROR 17" - 19" EPT 2' - 10" 3' - 4"1' - 6"3' - 6"1' - 0" 3' - 4" 8" EPT 1' - 4" 2' - 6" 3' - 1 1/2" 3' - 1" 5' - 2" 1' - 6"2' - 10" B.O. REFL. SURFACE3' - 4"2' - 10"3' - 4"1' - 6" 3' - 0" 6" 48" x 36 MIRROR 17" - 19"EPT 2' - 10"3' - 6" 1' - 0"3' - 4"1' - 6"3' - 4" 8" OPEN 2' - 10"2' - 9"EPT 4' - 0"7' - 0"OPEN 4' - 0"2' - 10"2' - 9"EPT 7' - 0"4' - 8"2' - 10" 2' - 8" T T W-A REVISION ISSUE DATE & TITLE All reports, plans, specifications, computer files, field data, notes, and other documents and instruments prepared by Solum Lang Architects, LLC as instruments of service shall remain the property of Solum Lang Architects, LLC. Solum Lang Architects, LLC shall retain all common law, statutory and other reserved rights, including copyright thereto. DRAWING NUMBER PROJECT NUMBER DATE 1101 Old Marion Rd NE Cedar Rapids, Iowa 52402 t: 319.862.0384 08.30.191251 Village Rd, Iowa City, IA 52240PERMIT SET A601Schedules & Interior Elevations Faith Baptist Church Addition 1 8 0 2 8 ABBREVIATIONS AL ALUMINUM ANOD ANODIZED HM HOLLOW METAL PT PAINT SOD SECTIONAL OVERHEAD DOOR SV STAIN AND VARNISH WD WOOD GENERAL NOTES 1. VERIFY WALL THICKNESS AND COORDINATE FRAME THROAT PRIOR TO FABRICATION 2. VERIFY ALL OPENINGS PRIOR TO FABRICATION. 3. TEMPER GLAZING AS INDICATED AS REQ'D BY CODE. REMARKS 1. 90 MINUTE FIRE-RATED. 2. 45 MINUTE FIRE-RATED. 3. 20 MINUTE FIRE RATED. 4. MAG-HOLD TIED TO SMOKE DETECTOR. ABBREVIATIONS CPT CARPET - MATCH EXISTING EPT EPOXY PAINT EX EXISTING CMU CONCRETE MASONRY UNIT GB GYPSUM BOARD GL GLAZING VCT VINYL COMPOSITE TILE PT PAINT RB RESILIENT BASE SC SEALED CONCRETE WOM WALK-OFF MAT ROOM FINISH REMARKS N/A ROOM FINISH SCHEDULE NO. NAME FLOOR MATL. BASE MATL. NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS 101 SOUTH ENTRANCE WOM RB GB PT GB PT GB/GL PT/- GB PT GB PT - 103 CLASSROOM VCT RB GB PT GB PT GB PT GB PT ACP - - 104 MECHANICAL SC RB CMU PT GB PT GB PT CMU PT - - - 105 ELEVATOR EQUIPMENT SC RB GB PT GB PT GB PT CMU PT - - - 106 STORAGE SC RB GB PT GB PT GB PT GB PT - - - 201 CORRIDOR CPT RB GB PT GB PT GB PT GB PT GB PT - 202 OFFICE CPT RB GB PT GB PT GB PT GB PT ACP - - 203 WOMEN'S TOILET VCT RB GB EPT GB EPT GB EPT GB EPT GB EPT - 204 MEN'S TOILET VCT RB GB EPT GB EPT GB EPT GB EPT GB EPT - 205 EXISTING OFFICE CPT RB GB PT GB PT GB PT GB PT GB PT - 206 MECHANICAL EX EX EX - GB PT EX - EX - EX - - 207 OFFICE EX EX EX - EX - EX - EX - EX - - DOOR FRAME DOOR SCHEDULE NO. WIDTH HEIGHT THICK MATL. FINISH TYPE WIDTH HEIGHT THICK MATL. FINISH TYPE REMARKS 101A 3' - 0" 7' - 0" 1 3/4" AL ANOD A 9' - 0" 8' - 8" 4 1/2" AL ANOD AA - 101B 3' - 0" 6' - 10" 1 3/4" AL ANOD A 9' - 0" 8' - 8" 4 1/2" AL ANOD AA - 103A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 4" 7 3/4" HM PT CC 1,4 103B 3' - 0" 7' - 0" 1 3/4" HM PT B 3' - 4" 7' - 2" 5 3/4" HM PT BB - 104A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 2" 5 3/4" HM PT BB 2 105A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 2" 5 3/4" HM SV BB - 106A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 2" 5 3/4" HM SV BB - 201A 6' - 0" 7' - 0" 1 3/4" WD SV D 6' - 4" 7' - 4" 7 /3/4" HM PT DD 1,4 201B 3' - 8" 7' - 0" 1 3/4" WD SV C 4' - 0" 7' - 4" 8 3/4" HM PT BB 3 202A 3' - 0" 7' - 0" 1 3/4" WD SV C 3' - 4" 7' - 2" 5 3/4" HM PT BB 3 203A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 2" 5 3/4" HM PT BB 3 204A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 2" 5 3/4" HM PT BB 3 205A 3' - 0" 7' - 0" 1 3/4" WD SV B 3' - 4" 7' - 2" 5 3/4" WD SV BB - 1/4" = 1'-0" DOOR ELEVATIONS 1/4" = 1'-0" FRAME ELEVATIONS 1/4" = 1'-0"A601 1 MEN'S TOILETS - 204 1/4" = 1'-0"A601 2 WOMEN'S TOILET - 203 EAST SOUTH EAST SOUTHNORTH NORTH T = TEMPERED RESILENT BASE RESILENT BASE RESILENT BASE RESILENT BASE RESILENT BASE WALL-MOUNTED SOAP DISPENSER PLAM COUNTERTOP W/ BACKSPLASH & INTEGRAL SINK WALL-MOUNTED SOAP DISPENSER PLAM COUNTERTOP W/ BACKSPLASH & INTEGRAL SINK GRAB BARS W/ BLOCKING AS REQ'D WALL-MOUNTED SOAP DISPENSER TOILET PAPER DISPENSER WALL-HUNG TOILET TOILET PAPER DISPENSER BABY CHANGING STATION WALL-MOUNTED HAND DRYER TOILET PARTITIONS WALL-MOUNTED SOAP DISPENSER PLAM COUNTERTOP W/ BACKSPLASH & INTEGRAL SINK BABY CHANGING STATION WALL-MOUNTED HAND DRYER GRAB BARS W/ BLOCKING AS REQ'D TOILET PARTITIONS WALL-MOUNTED URINAL WALL-MOUNTED SOAP DISPENERS PLAM COUNTERTOP W/ BACKSPLASH & INTEGRAL SINK TOILET PAPER DISPENSER GRAB BARS W/ BLOCKING AS REQ'D 4' LINEAR WALL-MOUNTED VANITY LIGHT 4' LINEAR WALL-MOUNTED VANITY LIGHT 4' WALL-MOUNTED VANITY LIGHT PLAM VALENCE PLAM VALENCE PLAM VALENCE 1/4" = 1'-0" WINDOW ELEVATIONS T = TEMPERED T = TEMPERED BLD19-00480 09/13/19 PERMIT SET BLD19-00480 09/13/19 PERMIT SET BLD19-00480 09/13/19 PERMIT SET BLD19-00480 09/13/19 PERMIT SET BLD19-00480 09/13/19 1 EXISTING EXIT 000 2 3 GENERAL NOTES 1. 2. 3. 38' - 0" EXISTING EXISTING CLASSROOM 000 MECHANICAL 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 EXISTING CLASSROOM 000 7' - 0 1/4" 30' - 11 3/4" 1 2 3 FURNITURE & EQUIPMENT NOT IN CONTRACT, SHOWN FOR REFERENCE ONLY. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. ALL WALLS AND WALL FURRING TO BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURAL DECKING, UNLESS NOTED OTHERWISE. KEYED NOTES PATCH WINDOW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. ELEVATOR CONTROLS. PROVIDE 1-HOUR FIRE RATED CONDUIT AND 2- HOUR FIRE RATED PENETRATION INTO ELEVATOR SHAFT. FROST STOOP WALL TYPES A A* B EXISTING CLASSROOM 000 EXISTING KITCHEN 000 EXTERIOR 1-HOUR FIRE BARRIER: 8” x 8” x 16” SMOOTH FACE CMU W/ JOINT REINFORCEMENT @ 16” O.C. VERTICALLY EXTERIOR 2-HOUR FIRE WALL: 8” x 8” x 16” SMOOTH FACE CMU W/ JOINT REINFORCEMENT @ 16” O.C. VERTICALLY EXTERIOR WALL: 3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE B* EXISTING CORRIDOR 000 EXISTING STORAGE 000 EXTERIOR 2-HOUR FIRE WALL: 3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE C EXTERIOR WALL: 3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE D D* CORRIDOR 000 EXISTING INFANTS 000 EXISTING CLASSROOM 000 EXISTING MECHANICAL 000 2" 1 7' - 0 1/4" H^ 1 H^ 1 H^ CHILDREN'S TOILET 000 30' - 11 3/4" A* EXISTING STORAGE 000 1' - 0" H^ 1 VERIFY 3' - 4" F EXISTING WOMEN'S 000 EXISTING MEN'S 000 E EXTERIOR WALL: 8” REINFORCED CAST-IN-PLACE CONCRETE EXTERIOR 2-HOUR FIRE WALL: 8” REINFORCED CAST-IN-PLACE CONCRETE EXTERIOR WALL: 3 5/8” BRICK VENEER ON AIR SPACE OF VARIABLE THICKNESS PER DETAILS ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 5/8” TREATED PLYWOOD ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING E* EXTERIOR 2-HOUR FIRE WALL (PER GA WP 8410): 3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 5/8” FIRE RETARDANT TREATED PLYWOOD ON 2x6 FIRE RETARDANT TREATED WOOD STUDS @ 16” O.C. W/ MINERAL WOOL INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING A H^ 103A I ELEVATOR LOBBY 102 J A* I B EXISTING C H* A* 1 A313 H 2 DS 105A SOUTH ENTRANCE 101G D DS D* 9' - 0" 3 EXISTING 16' - 0" NEW 2" 2-HOUR FIRE WALL 10' - 0"UNRATED WALL 25' - 0" 3 4' - 0" DS N FEC SEMI-RECESSED FE CABINET DOWNSPOUT EXISTING DOOR PROJECT NUMBER W-A W-A D C FD FLOOR DRAIN DATE 08/19/2018 W-A NEW WALL EXISTING WALL NEW DOOR G J LEGEND G^ 106A I 7' - 2 3/8" H STORAGE 106 J H* ELEVATOR EQUIPMENT 105 H^ 104A MECHANICAL 104 CLASSROOM 103 B H* H CLASSROOM 000 EXISTING CLASSROOM 000 G^ A A* I A B* G DS F* EXTERIOR 2-HOUR FIRE WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER (2) LAYERS 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 2x8 WOOD STUD FRAMING @ 16” O.C. W/ STRAPPING W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR 2-HOUR FIRE WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER (2) LAYERS 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 2x8 WOOD STUD FRAMING @ 16” O.C. W/ STRAPPING W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER 5/8” TREATED PLYWOOD ON 2x6 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER 5/8” TREATED PLYWOOD ON 2x6 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON 5/8” TYPE-X GYPSUM SHEATHING INTERIOR WALL: 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON 5/8” TYPE-X GYPSUM SHEATHING INTERIOR 1-HOUR FIRE BARRIER (PER UL U305): 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD STUD FRAMING @ 16” O.C. W/ BATT INSULATION IN CAVITY ON 5/8” TYPE-X GYPSUM SHEATHING INTERIOR WALL: 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY INTERIOR FURRING: 5/8” TYPE-X GYPSUM SHEATHING ON 2x2 WOOD FURRING STRIPS INTERIOR FURRING: 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD FURRING STUD FRAMING W/ 2 ½” POLYISOCYANURATE INSULATION IN CAVITY REVISION ISSUE DATE & TITLE 30' - 0"15' - 3 3/4" 7' - 4 1/4" 7' - 4"8' - 11 5/8"VERIFY5' - 0"101A 101B8 " 15' - 3 3/4"7' - 4 1/4" RAMPDOWN7' - 4" 2 "FEC5' - 3 3/4" 4' - 6" 1-HOUR FIRE BARRIER5' - 6" 14' - 8 1/4" 2 "103BUNRATED WALL 21' - 2" 2-HOUR FIRE WALL 10' - 0"2 "NEW EXISTINGFirst Floor Plan Faith Baptist Church Addition 1251 Village Rd,Iowa City, IA 5224019-386 1203 Highland Court Iowa City, Iowa 52240 319-338-3637 W W W.BRANDTHEATING.C O M KEYPLAN SHADED AREA INDICATES AREA SHOWN ON PLAN MLC FAITH BAPTIST CHURCH ADDITION NTHIS SHEET 08/19/2019 BLD19-00480 09/13/19 1 2 3 GENERAL NOTES 1. 2. 38' - 0" 3. 7' - 0 1/4" EXISTING STORAGE 000 30' - 11 3/4" 1 2 3 4 5 ALL WALLS AND WALL FURRING TO BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURAL DECKING, UNLESS NOTED OTHERWISE. KEYED NOTES PATCH WINDOW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. BABY CHANGING STATION. T.O. BED @ 2' - 9" A.F.F. VERTICAL MECHANICAL SPACE. PROVIDE 1-HOUR RATED DAMPER THROUGH FLOOR ASSEMBLY. FRAME AND FINISH NEW OPENING. MATCH AND BLEND TO EXISTING CONSTRUCTION. EXISTING FLUE ENCLOSURE. MAINTAIN AND PROTECT. WALL TYPES A A* B EXISTING AUDITORIUM 000 EXISTING FOYER 000 EXTERIOR 1-HOUR FIRE BARRIER: 8” x 8” x 16” SMOOTH FACE CMU W/ JOINT REINFORCEMENT @ 16” O.C. VERTICALLY EXTERIOR 2-HOUR FIRE WALL: 8” x 8” x 16” SMOOTH FACE CMU W/ JOINT REINFORCEMENT @ 16” O.C. VERTICALLY EXTERIOR WALL: 3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE B* EXTERIOR 2-HOUR FIRE WALL: 3 5/8” BRICK VENEER ON 1 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE C EXTERIOR WALL: 3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON 7” REINFORCED CAST-IN-PLACE CONCRETE D D* EEXISTING SOUND BOOTH 000 E* EXTERIOR WALL: 8” REINFORCED CAST-IN-PLACE CONCRETE EXTERIOR 2-HOUR FIRE WALL: 8” REINFORCED CAST-IN-PLACE CONCRETE EXTERIOR WALL: 3 5/8” BRICK VENEER ON AIR SPACE OF VARIABLE THICKNESS PER DETAILS ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 5/8” TREATED PLYWOOD ON 2x6 WOOD STUDS @ 16” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING EXISTING BAPTISTRY 000 A I EXISTING TOILET 000 OFFICE 207 B G OFFICE 205 I HC 3 EXISTING PASTOR'S OFFICE 000 MECHANICAL 206 H H OFFICE 202 I FD D W-A F* EXISTING NEW 2" 2-HOUR FIRE WALL 10' - 0" UNRATED WALL 25' - 0" 4' - 0" N F E FD I J H^ H* H 2 H^ 2 H H WOMEN'S TOILET203 204 E G^ H EXISTING TOILET 000 EXISTING HALLWAY 000 5 201A CORRIDOR 201 11' - 3 3/8" I FEC H* I E* 10' - 0" F* 2" 1 7' - 0 1/4" H^ 1 H^ 1 H^ 30' - 11 3/4" A* H^ 1 4 F 1' - 0" VERIFY 3' - 4" EXTERIOR 2-HOUR FIRE WALL (PER GA WP 8410): 3 5/8” BRICK VENEER ON 3 3/8” AIR SPACE ON WEATHER BARRIER ON 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 5/8” FIRE RETARDANT TREATED PLYWOOD ON 2x6 FIRE RETARDANT TREATED WOOD STUDS @ 16” O.C. W/ MINERAL WOOL INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR 2-HOUR FIRE WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER (2) LAYERS 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 2x8 WOOD STUD FRAMING @ 16” O.C. W/ STRAPPING W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR 2-HOUR FIRE WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER (2) LAYERS 5/8” MOISTURE RESISTANT TYPE-X GYPSUM SHEATHING ON 2x8 WOOD STUD FRAMING @ 16” O.C. W/ STRAPPING W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON (2) LAYERS 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER 5/8” TREATED PLYWOOD ON 2x6 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON 5/8” TYPE-X GYPSUM SHEATHING EXTERIOR WALL: VINYL SIDING (MATCH EXISTING) ON WEATHER BARRIER 5/8” TREATED PLYWOOD ON 2x6 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON VAPOR BARRIER ON 5/8” TYPE-X GYPSUM SHEATHING INTERIOR WALL: 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY ON 5/8” TYPE-X GYPSUM SHEATHING INTERIOR 1-HOUR FIRE BARRIER (PER UL U305): 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD STUD FRAMING @ 16” O.C. W/ BATT INSULATION IN CAVITY ON 5/8” TYPE-X GYPSUM SHEATHING INTERIOR WALL: 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD STUD FRAMING @ 24” O.C. W/ BATT INSULATION IN CAVITY INTERIOR FURRING: 5/8” TYPE-X GYPSUM SHEATHING ON 2x2 WOOD FURRING STRIPS INTERIOR FURRING: 5/8” TYPE-X GYPSUM SHEATHING ON 2x4 WOOD FURRING STUD FRAMING W/ 2 ½” POLYISOCYANURATE INSULATION IN CAVITY DATE PROJECT NUMBER REVISION ISSUE DATE & TITLE FURNITURE & EQUIPMENT NOT IN CONTRACT, SHOWN FOR REFERENCE ONLY. EXISTING CONDITIONS ARE APPROXIMATE. ANY DISCREPANCY BETWEEN WHAT IS SHOWN AND BUILT CONDITIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.30' - 0"15' - 3 3/4" 7' - 4 1/4" 7' - 4"30' - 0"205A8 " 13' - 3 3/4" 2' - 0" 2 1/8" 7' - 1 7/8"2 " 202A203A204A2 "201BUNRATED WALL 21' - 2" 2-HOUR FIRE WALL10' - 0" 2 "NEW EXISTINGSecond Floor Plan Faith Baptist Church Addition 1251 Village Rd,Iowa City, IA 5224008/19/2018 19-386 1203 Highland Court Iowa City, Iowa 52240 319-338-3637 W W W.BRANDTHEATING.C O M KEYPLAN SHADED AREA INDICATES AREA SHOWN ON PLAN MLC FAITH BAPTIST CHURCH ADDITION NTHIS SHEET 08/19/2019 BLD19-00480 09/13/19 GENERAL NOTES: CONTRACTORS SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, AND TESTING AS REQUIRED FOR THE COMPLETE AND OPERABLE INSTALLATION OF ELECTRICAL EQUIPMENT AND RELATED WORK. THE CONTRACTORS SHALL OBTAIN AND PAY ALL FEES, PERMITS, AND LICENSES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND WITH ANY CONDITIONS WHICH MIGHT PRESENT UNUSUAL ASPECTS TO THE WORK INVOLVED. VERIFY EXISTING CONDITIONS, EQUIPMENT AND DIMENSIONS PRIOR TO BIDDING OR CONSTRUCTION, INCLUDING CONDUIT ROUTING, POTENTIAL OBSTACLES, ETC. ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH 2017 NEC, 2015 IBC AS AMENDED BY THE CITY OF IOWA CITY. 1 EXISTING EXIT 2 3 EXISTING EXISTING CLASSROOM MECHANICAL EXISTING CLASSROOM EXISTING CLASSROOM EXISTING FELLOWSHIP HALL EXISTING INFANTS EXISTING CLASSROOM EXISTING MECHANICAL CHILDREN'S TOILET EXISTING NURSERY EXISTING WOMEN'S EXISTING MEN'S EXISTING KITCHEN EXISTING HALLWAY EXISTING STORAGE A ELEVATOR LOBBY 102 B EXISTING C MECHANICAL 104 ELEVATOR SOUTH ENTRANCE 101 D EQUIPMENT 105 CLASSROOM 103 CLASSROOM EXISTING CLASSROOM TRTR TR TR TR TR TR TR TR GFCI GFCI NEW 150A, 3Ø PANEL FEED FROM EXISTING 400A MAIN PANEL IN THE MECHANICAL ROOM, FEEDER (4) 3/0 AL, W/#4 AL GND, 2" C 2X2 LED FLAT PANEL TROFFER SURFACE MOUNT LED DISC LIGHTS SURFACE MOUNT LED STRIP LIGHTS SURFACE MOUNT LED LIGHTS CHAIR LIFT DISCONNECT, WIRE LIFT PER MANUFACTURERS INSTRUCTIONS EXISTING - NOT IN PROJECT SYMBOL KEY DUPLEX RECEPTACLE: GFCI, TAMPER RESISTANT, ARC FAULT CIRCUIT INTERUPTER, WEATHER PROOF, OR AS INDICATED OR AS REQUIRED BY THE 2014 NEC. 208/240V, SINGLE PHASE RECEPTACLE, VERIFY NEMA TYPE. PHONE, CABLE, TV, DATA, OR OTHER LOW VOLTAGE BOX SWITCH BATTERY BACKUP EMERGENCY EGRESS LIGHT COMBINATION EXIT / EMERGENCY LIGHT SEPARATE UNIT OPTIONAL BATTERY BACKUP EMERGENCY LIGHTED EXIT SIGN SURFACE MOUNT LED STRIP LIGHT FIXTURE OR 240V DUPLEX RECEPTACLE WITH TAB REMOVED (ONE PLUG SWITCHED TYPICAL SUCH AS FOR GARBAGE DISPOSER) WALL MOUNT LIGHT FIXTURE NOTES: EXISTING PANEL TO BE USED. REUSE EXISTING CIRCUITS AS PRACTICABLE. GFCI AT ALL STATIONS. ALL WORK TO CONFORM WITH 2017 NEC. LIGHTING & RECEPATCLES TO BE FIELD VERIFIED. BATH EXHUAST FAN/LIGHT CEILING FAN/LIGHT ABOVE VANITY LIGHTING (TBD) D 3 3-WAY SWITCH DIMMER SWITCH T TIMER SWITCH (SEE MECHANICAL PLAN) SD SMOKE DETECTOR ELECTRICAL PANEL E EQUIPMENT CONNECTION AS NOTED 2x2 LED FLAT PANEL TROFFER LIGHT FIXTURE SURFACE MOUNT LED DISC LIGHT FIXTURE CO CARBON MONOXIDE DETECTOR POWERED BY PRIMARY POWER FROM THE BUILDING WIRING. UNIT WILL HAVE BATTERY BACK-UP IN THE EVENT OF A POWER OUTAGE. TR TAMPER RESISTANT RECEPTACLE GFCI GROUND FAULT CIRCUIT INTERUPTOR RECEPTACLE OR GENERAL PURPOSE DUPLEX RECEPTACLE ON A GROUND FAULT INTERUPTING CIRCUIT. AFCI ARC FAULT CIRCUIT INTERUPTOR RECEPTACLE OR GENERAL PURPOSE DUPLEX RECEPTACLE ON A ARC FAULT INTERUPTING CIRCUIT. SD SMOKE DETECTOR POWERED BY PRIMARY POWER FROM THE BUILDING WIRING. UNIT WILL HAVE BATTERY BACK-UP IN THE EVENT OF A POWER OUTAGE. DISCONNECT (FUSED IF NOTED) MAGENTIC DOOR HOLD OPEN UNITMD 1 2 3 EXISTING STORAGE 000 EXISTING AUDITORIUM 000 EXISTING FOYER 000 EXISTING SOUND BOOTH 000 EXISTING BAPTISTRY 000 A EXISTING HALLWAY 000 OFFICE 207 B EXISTING TOILET 000 C EXISTING PASTOR'S OFFICE 000 MECHANICAL 206 CLASSROOM 202 D WOMEN'S TOILET 203 MEN'S TOILET 204 EXISTING TOILET 000 OFFICE 205 CORRIDOR 201 TR TR TR TR TR TRGFCI TRGFCI TR TR SD SD MD MD MD MD SURFACE MOUNT CEILING LIGHTS SURFACE MOUNT CEILING LIGHTS SURFACE MOUNT CEILING LIGHTS WALL MOUNT VANITY LIGHT EXISTING - NOT IN PROJECT Licensed IOWA EREINNGEDENS ILLANOISESFORP ECJohn T. Palmer 13692 THIS SHEET FIRST FLOOR ELECTRICAL LIGHTING & POWER PLAN 07/29/2019 SECOND FLOOR ELECTRICAL LIGHTING & POWER PLAN BLD19-00480 09/13/19