Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6900 Aqua Vista Dr
21 7 W U U) a a M 04 T CU C) r C) N CID 00 0 Fort King Colony Ttf rwo �Iil i.-13il-E- L City of Zephyrhills, FL _. t T , r_ r. r _ y ,. r .... k.,. r ..y ..-.-- .c. j _ _...---- 1 _ _ . . ...... . . . _...L L, Owner. FORT KING COLONY, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 I Vilest Palm Beach . Florida. 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue . Suite 1121 1 Altamonte Springs. Florida . 32701 P: 407.830.1400 I F: 407.830.4143 I, E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 P: 407.354.5411 I F: 407.354.5411 I E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando. Florida. 32814 P: 407.767.5188 I F: 407.767.5772 I E: victor@sgmengineering.com ARCHITECTURAL SHEETS A17.01 Amenities Title Sheet, Drawing Index & Issue History . _. _ A17.02 _ ' Clubhouse C Compliance, Matrix & Symbols_ Code A17.03 Clubhouse General Notes A17.04 Clubhouse Construction Assemblies A17.05 Clubhouse References -Assemblies 4 A2.01 Architectural Site Plan STRUCTURALSHEETS S17.30 Clubhouse General Notes -Structural S17.31 Clubhouse Foundation Details & Schedule S17.32 Clubhouse Foundation Plan S17.40 Clubhouse General Notes -Framing S17.41 Clubhouse Shear Wall Schedule & Details S17.42 Clubhouse Framing Details 517.43 Clubhouse Roof Framing Plan ARCHITECTURAL SHEETS __ { ® ARCHITECTURAL SHEETS A19.21 Mail Kiosk General Notes & Code Compliance A19.22 Mail Kiosk Plans, Elevations & Details - STRUCTURAL SHEETS S19.23 Mail Kiosk Structural Plans & Details ELECTRICAL SHEETS E19.25 I Mail Kiosk Electrical Plan _._--,w--------- ._- ARCHITECTURAL SHEETS A19.31 Trash Compactor Enclosure General Notes & Code Compliance A19.32 Trash Compactor Enclosure Plans, Elevations & Details STRUCTRUAL SHEETS S19 33 Trash Compactor Enclosure Structural Plans & Details PLUMBING SHEETS 0, P19.34 Trash Compactor Enclosure Plumbing Plan ELECTRICAL SHEETS E19.35 I Trash Compactor Enclosure Electrical Plan A17.51 Clubhouse Floor Plan ARCHITECTURAL SHEETS A17.52 Clubhouse Note Plan A19.41 Garage General Notes &Code Compliance A17.53 Clubhouse Reflected Ceiling Plan A19 42 Garage Floor Plan & Elevations A17.54 Clubhouse Details A19.43 Garage Assemblies & Window & Door Schedules & Details A17.55 Clubhouse Details & Finish Schedule A19.44 Garage Details Ai7.61 Clubhouse Elevations STRUCTRRAL SHEETS A17.62 Clubhouse Elevations S19.45 ! Garage Foundation Plan & Details S19.46 Garage Roof Framing Plan, Schedules & Details A17.71 ,. Clubhouse Sactions & Details PLUMBING SHEETS A17.91 Clubhouse Door Details & Schedules P19.47 Garage Building Plumbing Plan A17.92 Clubhouse Window Details & Schedules ism MECHANICAL SHEETS PLUMBING SHEETS M19.48 Garage Building Mechanical Plan P18,21 Clubhouse Plumbing Plan P18.22 Clubhouse Plumbing Riser Diagrams P18.23 Clubhouse Details & Schedules MECHANICAL SHEETS M18.31 Clubhouse Mechanical Plan M18.32 Clubhouse Mechanical Schedules &Notes M18.33 Clubhouse Mechanical Details i ELECTRICAL SHEETS ELECTRICAL SHEETS A19 61 Picnic Pavilion General Notes & Code Compliance 3 m AFORUME 0 N ARCHITECTURE & 0. INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 g 745 orienta avenue, suite 1121 k altamonte springs, fl 32701 � 5 phone: 407.830.1400 o� fax: 407.830.4143 s AA0002731 Y www.forumarchitecture.com U Q 1 J- THE 0 I C.] H M A N VROUP `3 OF FLORIDA, INC. 0 a X 0 a Q Fort King Colony Apartments Cf whkA�0� City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Amenities Title Sheet Drawing Index, & Issue History A17.01 DRAWING SYMBOLS & LEGEND =ABBREVIATIONS LEGEND BUILDING CODES ® CLUBHOUSE CENTERLINE OFBUILDING/OBJECT AC AIR CQNDITIONED(ER` imAT KILN DRIEn AFTER TPFATMFNIT APPLICABLE CODES: e IN to M N 0 0 04 00 r_ 0 a) 0 .w z Q U a_ 0 NUMBERED DOOR SYMBOLS Alk 0'-oei ELEVATION TARGET INDICATES HT. A.F.F. DESCRIPTION 01 KEY NOTE WITH LEADER INDICATOR REVISION DELTA 1 DWGV.� SCALE TITLE MARKER 0 LETTERED WINDOW SYMBOL (BY TYPE) COMPLETE SECTION: DETAIL NUMBER A5.01 LOCATION AND DIRECTION OF CUT SHEET ON WHICH DETAIL APPEARS (Dj PARTIAL SECTION D 1 INTERIOR ELEVATION: A5.01 B DETAIL DIVISION C tN-1 ASSEMBLY TAG: DESIGNATION AFF AHJ AHU ALT ALUM APT BALL BFF BLDG BLKG BM BR BRG BRZWY BTM CAB CALC CER CFM CFS CIP CJ CL CLG CLOS CLR CMU COL CONC COND CONT CORR CID CPT CT CW D DIA DIM DN DIN DP DR DS DTL DW DWG EA ELEC ELEV ENG EOS EQ EQUIV EWC EXP EXT EXTG FRCP FB FBC FD FE FF FIN FJS FLR FM FOM FP FPM FIR FRCP FRP FT FTG FND FOB FOS GA GALV GAR GC GLS GLZ GYPBD HC HB HDR HDW HORIZ HR HT HVAC IBC ID IN INST INSUL INT JB JST JT ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLER UNIT ALTERNATE ALUMINUM APARTMENT BALCONY BELOW FINISH FLOOR BUILDING BLOCKING BEAM BEDROOM BEARING BREEZEWAY BOTTOM CABINET CALCULATION CERAMIC CUBIC FEET PER MINUTE CLEAR FLOOR SPACE CAST IN PLACE CONTROL JOINT CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONDENSER/CONDENSATE CONTINUOUS CORRIDOR CEMENT PLASTER CARPET CERAMIC TILE COLD WATER DRYER DIAMETER DIMENSION DOWN DINING DEEP DOOR DOWN SPOUT DETAIL DISHWASHER DRAWING EACH ELECTRIC (AL) ELEVATION ENGINEERED) EDGE OF SLAB EQUAL EQUIVALENT ELECTRIC WATER COOLER EXPANSION EXTERIOR EXISTING FIRE ALARM CONTROL PANEL FIRE BLOCKING FLORIDA BUILDING CODE FLOOR DRAIN FINISH ELEVATION FINISHED FLOOR FINISHED) FINGER JOINTED STUDS FLOOR FIELD MEASURE FACE OF MASONRY / CONCRETE FIRE PROTECTION FEET PER MINUTE FIRE RATED FIBER REINFORCED CEMENT PLASTER FIBER REINFORCED PANEL FOOT/FEET FOOTING FOUNDATION FACE OF BEAM FACE OF STUD GAUGE GALVANIZED GARAGE GENERAL CONTRACTOR GLASS GLAZING GYPSUM BOARD HOLLOW CORE HOSE BIBB HEADER HARDWARE HORIZONTAL HOUR HEIGHT HEATING, VENTING & AC INTERNATIONAL BUILDING CODE INTERIOR DESIGN INCH / INCHES INSTALLATION INSULATION (ED) INTERIOR JUNCTION BOX JOIST JOINT KIT I KITCHEN LAM LAMINATE LAV LAVATORY LF I LINEAR FEET LIN LINEN LR LIVING ROOM LT LIGHT MAX MAXIMUM MECH MECHANICAL MEM MEMBRANE MEP I MECHANICAL, ELECTRICAL, PLUMBING MFR (MA.NUFACTURER (ED) MIN i MINIMUM MIR MIRROR MISC MISCELLANEOUS MPH MILES PER HOUR MR MOISTURE RESISTANT MTD MOUNTED MTL METAL NUM/# NUMBER NOM i NOMINAL NRC NOISE REDUCTION CLASS NTS ; NOT TO SCALE OC ON CENTER OCC OCCUPANCY/OCCUPANT OFW OUTSIDE FACE OF WALL OSB ORIENTED STRAND BOARD PAN PANTRY PKG PACKAGE PL AM PLASTIC LAMINATE PLB PLUMB PLMG PLUMBING PLF ' POUNDS PER LINEAR FOOT PLYWD PLYWOOD PRE -EN PRE-ENGINEERED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P-T POST TENSION PT PRESSURE TREATED WOOD PTAC PACKAGE TERMINAL AC PTD PAINTED PVC POLY VINYL CHLORIDE QT QUARRY TILE RAID RADIUS RCP REFLECTED CEILING PLAN REF REFERENCE REFRIG REFRIGERATOR REINF REINFORCE(ED/ING) REQD REQUIRED RM ROOM RO I ROUGH OPENING IRS ROUGH SAWN RSC ROUGH SAWN CEDAR SAN I SANITARY Sc SOLID CORE SCH !SCHEDULE SEP SEPARATION SF SQUARE FEET SGD SLIDING GLASS DOOR SHT SHEET SHTG SHEATHING SIM SIMILAR SOG SLAB ON GRADE SP SPRING POINT SPEC ; SPECIFICATIONS SPF I SPRUCE -PINE -FUR SQ SQUARE SS STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STO STORAGE SW SHEAR WALL SYM SYMMETRICAL SYP SOUTHERN YELLOW PINE T&B TOP & BOTTOM T&G TONGUE & GROOVE TB TOWEL BAR TEMP TEMPERED THK ; THICK TPD I TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER T.O. TOP OF I } TOP OF SLAB TS I TUBE STEEL TYP TYPICAL UL I UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE VC ! VINYL COVERED VCT VINYL COMPOSITE TILE VER VERIFY VERT VERTICAL VLT VAULT VWC VINYL WALL COVERING W WASHER W/ WITH W/D WASHER/DRYER COMBINATION W/O WITHOUT WC ! WATER CLOSET WD WOOD WDW WINDOW WIC WALK IN CLOSET WH I WATER HEATER 1. FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS 2. FLORIDA BUILDING CODE -MECHANICAL 2007 W/ APPLICABLE SUPPLEMENTS 3. FLORIDA BUILDING CODE - PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS 4. NATIONAL ELECTRIC CODE 2008 EDITION ACCESSIBILITY: 1. FAIRHOUSING ACT DESIGN MANUAL 2. FLORIDA ADA (F.B.C.-B. CHAPTER 11 PART "A" WHERE APPLICABLE) LIFE SAFETY: FLORIDA FIRE PREVENTION CODE 2007 EDITION. OCCUPANCY & CONSTRUCTION TYPE OCCUPANCY TYPE A-3 CONSTRUCTION TYPE TYPE V-B, UNSPRINKLERED (EXCEPT LAUNDRY RM) AREA & HEIGHT LIMITATION (FBC-B, Table 503) REQUIRED /ALLOWED PROPOSED MEAN HEIGHT 40' 17'-8" MAX. NUMBER OF STORIES 1 STORY 1 STORY MAXIMUM AREA PER FLOOR 6,000 S.F. 4,376 S.F. 0 FIRE PROTECTION (FBC-B, Tables 601 & 602) STRUCTURAL FRAME REQUIRED / ALLOWED PROPOSED INCLUDING COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR BEARING WALLS EXTERIOR 0 HR 0 HR INTERIOR 0 HR 0 HR NON -BEARING WALLS & PARTITIONS EXTERIOR 0 HR 0 HR INTERIOR 0 HR 0 HR ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS 0 HR 0 HR FIRE SEPARATION @a LAUNDRY (FFPC 12.3.2.1.2 (2)) 1 HR 1 HR W/ SPRINKLERS W/ SPRINKLERS OCCUPANCY & MEANS OF EGRESS (FBC-B, Chapter 10) OCCUPANCY LOAD (PER 1004.1.2.F.B.C.) GROUP: A3 ASSEMBLY FLOOR AREA PER OCC. OCCUPANTS CLUBROOM 660 SQ.FT. / 15 SQ.FT. 44 PERSONS FITNESS ROOM 466 SQ.FT. / 50 SQ.FT. 9 PERSONS ACTIVITY ROOM 406 SQ.FT. / 15 SQ.FT. 27 PERSONS (INCLUDES: ACTIVITY ROOM & EXAM ROOM) BUSINESS LAUNDRY 167 SQ.FT. /100 SQ.FT. 2 PERSONS I EASING OFFICE 835 SQ.FT. /100 SQ.FT. 8 PERSONS (INCLUDES: BUSINESS CENTER, CONFERENCE ROOM, MANAGER'S OFFICE, & LEASING OFFICE) TOTAL 90 PERSONS EXITING REQUIREMENTS (PER 1019.1) TRAVEL DISTANCE (PER 1015.1) WORST CASE FROM CONFERENCE ROOM TO OUT OF BUILDING PLUMBING FIXTURE CALCULATION PER TABLE 403.1 & 403.8 F.B.C.-P TOTAL OCCUPANTS: 90 OCCUPANTS ASSUMING 50% WOMEN: 45 OCCUPANTS ASSUMING 50% MEN: 45 OCCUPANS REQUIRED / ALLOWED PROVIDED 2 2 ALLOWED PROVIDED 150 L.F. 72 L.F. FIXTURE REQUIRED PROVIDED WC (1 PER 125) 1 1 LAVATORIES (1 PER 200) 1 2 URINAL 1 2 WOMENS ROOM (1 PER 125) 1 3 LAVATORIES (1 PER 200) 1 3 JANITORY ROOM MOP SINK 1 1 WATER COOLER 1 2 RESTROOMS COMPLY WITH TABLE 403.8 F.B.C.-P FOR SWIMMING POOLS NOT GREATER THAN 2,500 SQ.FT. ■ CLUBHOUSE AREA SUMMARY A/C AREA NON A/C AREA TOTAL 3,616 S.F. 760 S.F. 4,376 S.F. INTERIOR WALL & CEILING FINISHES REQUIRED BY OCCUPANCY (TABLE 803.5 F.B.G.) -VERTICAL EXIT & EXIT PASSAGE WAY =A -EXIT ACCESS =A -ROOM & ENCLOSED SPACES =C ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www,forumarchitectu re. com Fort King Colony Apartments City of Zephyrhills, FL Q SHEET REVISIONS: EDITED BY: JT ! PROJECT NO. 10-2651 Al T02 e T CD U a 00 N fO 0 N 0 P Q 04 M 00 C 0 0 v FIRE EXTINGUISHER ® GENERAL DATA 01 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY NFPA 10, CHAPTER 3. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER OVERALL GENERAL BUILDING AREA. FIRE PROCEEDING WITH THE WORK. EXTINGUISHERS SHALL BE LOCATED WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. EACH EXTINGUISHER TO HAVE A MINIMUM 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION RATING OF 2A:10B-C, UNO. OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND WINDOWS & DOORS CLASSIFICATIONS. 01 ALL EXTERIOR WINDOWS AND DOORS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK DISPLAY LABELS SHOWING COMPLIANCE WITH STATE ENERGY CODE. ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 02 HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS AND NON -EXPOSED SCREWS. 04 DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 03 GLASS AT EXTERIOR DOORS SHALL COMPLY WITH ANSI 297.1. 04 VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCK ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH ANSI 297.1. 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, 05 INDIVIDUAL GLAZED AREAS, INCLUDING GLASS MIRRORS, IN HAZARDOUS LOCATIONS AS DEFINED BY THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS ANDPROGRAMS, BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE. AND FOR COORDINATING ALL PORTIONS OF THE WORK. 06 ALL EQUIPMENT AND HARDWARE, WHERE APPLICABLE, SHALL MEET ALL FEDERAL, STATE AND LOCAL 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE GUIDELINES FOR ACCESSIBILITY. NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. 07 ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH CORRECT PRESSURES LISTED AND BEAR A WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ROUGH OPENING AT STUD WALLS. AAMAIWOMA 101/I.S.2.NAFS. 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA 08 ENERGY STAR RATING IS REQUIRED FOR ALL WINDOWS. TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY FLOORING SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT 01 SEE INTERIOR FINISH SCHEDULE FOR FLOOR FINISHES. DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. 02 ALL INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II PER NFPA 253. 10 ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR 03 CARPET AND RUG INSTITUTE GREEN LABEL CERTIFIED CARPET & PAD FOR ALL CARPET PROVIDED. AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN PAINTING THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 01 SEE INTERIOR DESIGN FINISH SCHEDULE FOR PAINT SPECIFICATIONS. 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY 02 ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER COLOR TO MATCH THE ADJACENT SURFACE, UNO. THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AUTHORITY HAVING JURISDICTION, CONTRACTOR TO VERIFY FINAL LOCATION WITH AHJ. 03 ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNO. SITE WORK 04 CONTACT THE OWNER OR ARCHITECT PRIOR TO PAINTING IF QUESTIONS ARISE. 01 SOIL BEARING VALUES, FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR 05 LOW VOC PAINT IS REQUIRED IN ALL INTERIOR COMMON AREAS. ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SHELVING SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT 01 ALL SHELVING TO BE VINYL COATED WIRE SHELVING, UNO. FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. CABINETS 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE 01 GC TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, 02 FINISH ALL EXPOSED CABINET ENDS. STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY 03 KITCHENETTE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. APPLIANCES 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, 01 ENERGY STAR RATING REQUIRED FOR ALL REFRIGERATORS, DISHWASHERS & WASHING MACHINES PROVIDED. FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. ® TERMITE PROTECTION 01 ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION PROTECTION AGAINST SUBTERRANEAN TERMITES APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE PRIMARY STRUCTURE SIDE WALLS AS REQUIRED BY THE APPLICABLE BUILDING CODE, 02 THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES AND PER MANUFACTURER'S RECOMMENDATIONS. 03 A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 04 ALL CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS. N GYPSUM BOARD 01 ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" REGULAR GYPSUM BOARD, UNO 02 ALL INTERIOR FRAMED FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, UNO 03 GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATIONS RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. 04 GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE ASSEMBLY LISTED. 0 .y FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL m O wIX Q¢ SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Clubhouse General Notes Al 7,03 ASSEMBLIES - WALLS ® ASSEMBLIES - ROOF N r I I CU U G7 M L0 M N 00 a C: O v m f. 0 TYP AT EXT WALL NON -RATED EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING (15/32" PT PLYWOOD FIRST 4') (1) LAYER 5/8" GYP BD R-13 UNFACED BATT INSULATION _--- 2x6 WOOD STUDS PER STRUCTURAL DRAWINGS INT :. TYP AT LAUNDRY EXT WALL - SIDING W-2 UL 356 1-HR EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP �--- 7/16 EXT GRADE OSB SHEATHING (15/32 PT PLYWOOD FIRST 4') (1) LAYER 5/8" FIRE RATED GYP BD R-13 UNFACED BATT INSULATION 2x6 WOOD STUDS PER STRUCTURAL DRAWINGS INT _ TYP AT LAUNDRY SEPARATION WALLS W-3 U305 1 HR LAUNDRY (1) LAYER 5/8" FIRE RATED GYP BD (1) LAYER 5/8" FIRE RATED GYP BD R-11 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS (16" OC MAX) ROOM .z; [ - I q� TYP INT NON -BEARING WALL W-4 NON RATED ROOM— (1) LAYER 1/2" GYP BD (1) LAYER 1/2" GYP BD 2x WOOD STUDS PER STUCTURAL DRAWINGS ROOM TYP AT TOWER W-5 NON -RATED EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / SHAKER SIDING I & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING 7/16" EXT GRADE OSB SHEATHING WOOD STUDS PER STRUCTURAL DRAWINGS (16" OC MAX) FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP TOWER TYP @ COLUMNS, @ CEILING HEIGHT CHANGE W-6 NON -RATED EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING (15/32" PT PLYWOOD FIRST 4') WOOD STUDS PER STRUCTURAL DRAWINGS COLUMN TYP AT INT BEARING WALLS W-7 NON -RATED ROOM (1) LAYER 5/8" GYP BD (1) LAYER 5/8" GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS ROOM TYP GABLE END W-8 NON RATED I EXT °Y- I I I� �i III I — FIBER CEMENT SHAKER SIDING & CEMENT BOARD TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING -' GABLE TRUSS W/ VERT MEMBERS AT 24" OC MAX — ATTIC TYP @ ATTIC, @ TOWER W-9 NON -RATED EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" OSB WALL SHEATHING 7/16" OSB WALL SHEATHING WOOD STUDS PER STRUCTURAL DRAWINGS ATTIC TYP OVER A/C SPACE RC-1 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES NON -RATED ON #30 FELT 1/2" CDX EXTERIOR GRADE SHEATHING ROOF TRUSS PER STRUCTURAL DRAWINGS R-30 BLOWN INSULATION f � (1) LAYER 5l8" GYP BD TYP @ LAUNDRY ROOM RC-2 GA RC2602 30 YEAR ARCHITECTURAL FIBERGLASS I ASPHALT SHINGLES 1-HR ON #30 FELT 1/2" CDX EXTERIOR GRADE SHEATHING ROOF TRUSS PER STRUCTURAL DRAWINGS R-30 BLOWN INSULATION (2) LAYERS 5/8" FIRE RATED GYP BD �. � TYP AT PORCHES & ENTRIES RC-3 30 YEAR ARCHITECTURAL FIBERGLASS ! ASPHALT SHINGLES NON -RATED ON #30 FELT 11' CDX EXTERIOR GRADE SHAEATHING ROOF TRUSS PER STRUCTURAL DRAWINGS (1) LAYER 5/8" EXT. GRADE GYP BD TYP AT ENTRY TOWER RC-4 NON -RATED METAL ROOF OVER UNDERLAYMENT, AS SPECIFIED 1/2" CDX EXTERIOR GRADE SHAEATHING ROOF TRUSS PER STRUCTURAL DRAWINGS (1) LAYER 5/8" EXT. GRADE GYP BD FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 3 Fort King F Colony 3 Apartments w 0 0 C 0 m U w 9 0 E `City of Zephyrhills, FL 0 to C 0 ti (7 / Z", , `6 114 (D EDITED BY: AS Clubhouse Construction Assemblies z Q U a Ili-- _.n --.�— — I — - r� -il1 IF 1;Mf vi"k'+-r t1 r, awI11f 1, 1 I 1 � 11 1 1 1 1 11 IT- —11 1. - I—T I I I I I I I I I- A 17.04 I I III _i� — N U U) 2 a r I0 N cr) N r CU _O O N ZB 00 C O .0 a) O .1 U356 Design No. U356 I'I August 04, 2010 �., (Exposed to Fine on Interior Face Only) Bearing Wall Rating 1 Hr Finish Rating — 23 &Tin or 25 Min (See Item 2C) ;�� S`V 1- .� ,. __ .... -._ ,_ .� - I. I 'e 4 , \iy .1 `, `/s,t `ii� ' f\ . ,'\Js/y (� t�t7t .. - _. (-�,l� FIRESIDE HORIZONTAL SEDTiON I Wood Studs —Nom 2 by 4 in spaced 16 in. OC with two 2 by 4 intop and one 2 by 4 in. bottom plates. Studs laterally -braced by wood structural panel sheathing (Item 5) When Mineral and Fiber Boards* (Item SA) are considered as bracing -for the studs.the loadis restrnetcd to 7694, of allowable axialload. Walls effectively fire stopped at top and bottom of wall. 2. Gypsum Board* —Any Classifie i 5/8 uc thick, 4 ft wide, applied vertically and sailed to studs and bearing plates Vitt OC with 6d cernent-coated nails, 1=718 in long with 114 in- diwn head. When Item 7, Steel Framing Memb ers*, is used, gypsum panels attached to furring channels with 1 in. long Type S ugle-head steel screws spaced 12 m OC When Item 7A, Steel Framing 1Vlernbers*, is used, two layers of gypsum panels attached to furnng channels. Base layer attached to furring channels with l m. long Type S bugle -head steel screws spaced 12 in. OC- Face layer attached to fatting channels with 1-5/8 in. long Type S bugle -head steel scre-vs spaced 12 in OC. All joints in face layers staggered with joints in base layers. See Gypsum Board (CKNX) Category for names of Classified Companies. 2A. Gypsum Board" — (As an alternate to Item 3, not shown) - Any 5N in. thick4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKN)o category. Applied vertically and attached to studs and bearing platesw-ith I-114 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw I in. from edge of board. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUMCO USGMEXICO SADE CV 7 _$. G sum Board" — As an alternate to Item 2 not show,.. 5/8 in. thick 4 ft wide sum panels applied Gyp ( � 8YP F PP verli rally and attached to studs and bead ng plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced max St. OC, with last screw I in from edge of board- AMERICAN GYPSUM CO —Types AGX-I, AG-C CERTAINTEED GYPSUMINC ProF.oc Type C or Prokoc Type X- CERTAINTEED GYPSUM CANADA INC —P,,Rcc Type C or Pr Roc Type X PA13CO BUILDMC PRODUC IS L L C, DBA PABCO GYPSUM —Type PG -II TEMPLE -INLAND —Types X, Veneer Plaster BaseTypeX, Water Rated -Type X, Sheathing Type-X, Soffit - Type X, Type X- Com foitGumd Sound D eadening Gypsum Bond. 2C- Gypsum Board" — (As an alternate to Item 2, not shown) -For Use with Item 5A only -518 in. thick 4 £t wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W cow se thread i gypsum panel steel screws spaced a rn as S in. CC, with last screws 1 in. and 4 infrom edges of board. Finish Rating i s 25 min PABCO BUILDING PROD UC TS L L C. DBA PABCO GYPSUM— Type PG -I I TEMPLE -INLAND —Type X. Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X,Soff,t- Type X 2D. Gypsum Board* — (As an alternate to Item 2 ) -Not to be used with item 7, 518 ea thick, 4 ft, wide, paper suaced applied veiti,:ally only and fastened to the studs endplates with 6d cement co Sued nails 1-7/8 in. long, 0,0915 in shank duct and V4 indram heads, 7 in- CC. NATIONAL GYPSUM CO — SoundBreak XPTyne X Gypsum Board 211 Wall and Partition Facings and Accessories* — (As an alternate to Items 2 through 21)) — Nominal 518 in. thick, 4 ftwide. panels, secured as described ne Item 2 SERIOUS MATERIALS INC —Type Qui etRock ES, Type QuietRock QR-527. 3 Joints and NsiOreads — (Not Shown) —,Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* — Mineral fiber or glass fiber insulation, 3-1/2 inthick, pressure fit to fill wall cavities between studs and plates. Mineralfiber insulation to be unfaced and to have a min density of 3 pcf. GI ass fiber insulation to be faced with al uminum foil or kraftpaper and to have a min density of 0.9 pcf (min R-13 thermal insulation iming). See Batts and Bl—kms (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Rest stance Directory for names of aassified Companies. 4A. Fiber, Sprayed* —As air alternate to Batts and Blankets (Item 4) Spray applied cellulose material. The fiberis applied with water to completely fill the enclosed cavity in accordance with the application instruct on supplied with I the product. Nominal dry density of 3 01bIR3 Alternate application method. The fiber is appli ed with U.S. Greenfiber rn 6 Lr,c, T e ADI. J hot melt adhesive at a nominal ratio of pile art adhesive to -.6 parts fiber to completely fill the .I P P P Y lased ca,uly in ar._ordance with the application instructions supplied with the pr ocluct Nominal dry density of 2.5 ibib, U S GREENF1BER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Mason al) 4B. Fiber, Sprayed* As an alternate to Item 4 and-2 Spray applied cellulose rnaterial. The fiberis applied withtwaterto completely fill the enclosed cavity in accordance with the application instructions suppliedwith the product. Nominal dry density of4S8lbfft''. NU -WOOL CO INC — C,1I.I.se Insulation 4C. Fiber, Sprayed* As an alternate to B atts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instruct ons supplied with I the product. The minimum dry density shall be 4. 0 lhs/fts- INTERNATIONAL CELLULOSE CORP— C,lbar-RL I 5. Wood Structural Panel Sheathing —Min 7116 in thick, 4 f, wide wood structural panels, ism grade "C-D" or "Sheathing' Installed with long dimension of sheet (.strength axis)of facegram ofplywood parallel with or I perpendi-alai t , sru,1/enc�al joints centered on studs Horizontal joints backed with nom 2 by 4 in, wood blocking. Attached to studs - exterior side of wall with 6d cement coated box nails spaced 6 in OC m perimeter of panels and 12 in. OC along interior studs. 5A. Mineral and Fiber Eoards* As an alternate to Item 5 - Min I/2 in. thick, 4 ft wide sheathing, installed vertically to studs.'Jertical joints centered on studs. Horizontal joints backed with nom 2 by 4 m- w—riblocking. Attached to studs on exterior side of wall with 1-1/2 inlong galvanized roofing nails spaced 6 in at perimeter of panels and 12 in. OC along inteiier studs . As an option a weather resistive ham or may be applied over the Mineral and Fiber B cards I TEMPLE -INLAND FOREST PRODUCTS CORP— Types Fibe,Brace or Qu,etBrace 6. Exterior Facings— Installed in accordance with the manufacturer's installation instructions. ,')tie of the following iexterior facings is to be applied over the sheathing- A.. Vinyl Siding— Melded Plastic* — Contoured rigi d vinyl aiding having aflame spread value of 20 or i L-s See Molded Pl asti c (BTAT) category in the Building Materials Directory for ham es of im-,ifact,rers BParticle Board Siding— Hardbo and extort or si dings including pattern ed panel or lap siding. I'I C.Waod StructuralPanelor Lap Siding—APARated Siding,Exterior.plywood,OSBorcomposite panels w,th veneer faces and shuctural wood core, per PS 1 o,APA Standard PRP-108, mcluding textured, rough sawn, medium density overlay. brushed grooved and lap siding D Cementitious Stucco —Portland cement or synthetic stucco systems with self -furring metal lath or a•Lhest- base coat. Thickness from 318 to 314 m., depending on system. E Brick Veneer —Any type on nom 4 in. wide brick veneer When brick veneer is used, the rating is applicable w,th exposure on either face- Brick veneer fastened with corrugated metal wall ties attached over sheathing tc woad studs -with Ed nail per tie: ties spaced not more than each sixth course oflerick and max 32 m. OC him.:.ontally One in. air space provided between back veneer and sheathing. i F.Exteriorlamlationand Finish System(EIFS)—Nom tin. Foamed Plastic*insulation bearing the UL Classification Marking, attached over sheathing and fimshed with coating system, or Portland cement or synthetic shnecd systems, in accordane e with manufacturer's instructions. See Foamed Plastic (BRYX and CCV%Y) _e,Eones for names of Classified companies. G Siding — Aluminum or steel siding attached over sheathing to studs H Fiber-Cement Siding — Fiber -cement exter, or sidings including sin open an d patterned panel or lap siding 7. Ste el Framing NIemb ers — ( Optional, Not Shown) — Furring Channels and Steel Framing Members as desc nbe.d bet ow: a. Furring Channels —Formed of No. 25 MSG ga'v steel. 2-3{8in. wi de by 718 in. deep, spaced 24 in. =-C perrpencherin to studs Channels securedto studs as desc,ibed in Item b. Ends of adjoining channels are overlapped 6 in and tied together with double strand of No 18 SWG galv steel wire near each end of .eedaci As an altemate, ends of adjoining channels maybe overlapped 6 in. and secured together with two selftapping #6 framing screws, min. 7116 in. long atilt- midpoint of the overlap, with one screw on I each flange oEthe channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Mantbers*—Used to attach furring channels(Item 7a) to studs Clips spaced48in. CC-, and secured to studs with No. 8 x 2-112 in coarse drywall screw through the center grommet. Furring channels are Pricti on fitted into clips. PAC INTERNATIONAL INC.— Type R SIC -I. i 7A. Steel Framing Members (Optional, Not Shown) * Furring channels and Steel Framing Members as described bel av a. Furring Channels —Formed o£No. 25MSGgalvstcel,spaced24m OCperpendicularto studs. �I, Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied I together withdeubl e strand cf No. 18 S'WG galv steel wire near each end of overlap. Two layers of gypsum board attached to furring channels as clescribedin Item 2- b. Steel Framing Nlernbers* — Used to attach furring channels (Item 7Aa) to interior side of studs. Clips spseed 48 in OC.. and securedto studs with two No- 8 x 2-t/2 in. coarse drywall screws, one through the hole at each end of this clip Furring channel. are friction fitted into clips- KINETICS NOISE CONTROL INC —Type Isomax. 8. Nun -Bearing Wall Partition Intersection — (Optioned) Two nomin at 2 by 4 instud or nominal 2 by 6 in. stud I nailed together withtwo 3in long l0d nails spaceda max. 16 in. OC. vertically and fastened to one side of the I minimum 2 by 4 in. stud w,th 3in long 10d nails spaceda max 16 m. OC. vertically. Intersection between partition wood snids to be flush with the 2 by 4 in. studs_ The wall partition wood studs are to be framed by with a second 2 by 4 m. wcod stud fastened with 3 in. long IOd nails spaced a mast. ID in. OC. vertically. Maximum one non -bearing wall partition intersection per stud cavity. Non -bearing wall partition stud depth shall beat a minimum equal to the depth of i the beangg well 'Pearing the III. Classification Mark F6RESTOP SYSTEMS A CONTRACTOR(S) TO PROVIDE (CURRENT) UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE RATED ASSEMBLIES BEING PENETRATED. U305 Design No. U305 i UNITED STATES GYPSUM CO —Type USGX (finish rating 22 min.) I 3H Gypsum Board* —(As an alternate to Items 3 through 3G) - 5/8 m. Ju,kpaper surfaced applied vertically. August 02, 2010 ''I Gypsum panels nailed 7 in OCwuh 6d cement coated nails 1-7/8 in. long, 0.0915 inshank diazn and 15/64 indiam head Bearing W all Rating — I HE Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3 G, 3H and 3I. ST C Rating - 56 (See Item 9) (2, .-3) ',5s , nz�a - i Y� r / fi ���. I.. I2 G AI , '' - .--.-.---.-. L� 1. Wood Studs — Noun 2 by 4 in. spaced 16 in. OC max., effectively fi restopp ed. 2. Joints and Nail -Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 inthick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the )cents reinforced with, paper tape Nailheads exposed or covered with joint compound. 3. Gypsum Board* — 5f8 m. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically Gypsum panels nailed 7 in. OC with 6d cement coated nails I-7f8 in. long. 0.0915 in. shank diam and 15/64 m, diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Members*. When Item 6, Steel Framing Members*, is used, gypsum panels attached to Furring channels with t in. long Type S bugle -head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Memhers*, is used, two layers of gypsum panels attached to furring channels. Bas e layer attached to furnng channels with 1 in. long Type S bugle -head steel se,zws spaced 12 in. OC. Face layer attached to furring channels with 1-518 in. long Type S bugle -head steel screws spaced 12 in. CC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B, Steel Framing R2ernbers*, m used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached to Furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layer staggered with joints in base layer a minimum of 16 in. Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without Tuning channels as described in Item 3. 4 ft ids lied vertical Screw attached When Item 7 resilient channels are used 5f8 in. thick w sum panel a gypsum P PP Y r aced furnng channels with 1 in -long, self -drilling se(ffiapping Type S orS-12 steel. ec zw s spaced 8 in OC vertical joints located midway between ,wds. AMERICANGYPSUM CO —Types AGX-1(Finish rating 23 min-), Type AGX-11(finish rating 26 min) on Type AG-C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 (fimsh rating 24 min) CERTAINTEED GYPSUM INC —Type 1, Type SF3 (finish rahng 2C min) or FRPC, ProR.c Type C er P,.RUC Type X (finish rating 26 min), Type EGRG or G1asRoc (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC—FroRoc Type C, ProRoc Type X or PmRoc Type Abuse -Resistant (finish rating 26 min) CANADIAN GYPSUM COMPANY —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-AR (Finish rating 24 min), Type IPC-AR (finish rating 24 min), Type LP-X1 (finish rating 24 min), Type IP-72 (finish rating 24 min), Type SCX (finish rating 24 min), Type SEX (finish rating 24 ruin), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). GFORGIA-PACIFIC GYPSUML L C —Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DOG (finish rating 20 min), Type OFFS (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type. DAP, Type DD (Far sh rating 20 min), DA, DAPC LAFARGE NORTH AMERICA INC —Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC-C (finish rating 20 min), Type LGFC6A (finish rating 34 min). Type LGFC2A, Type LGFC-CTA, Type LGFC-R11). NATIONAL GYPSUM CO —Type FSK (finish rating 20 min), Type FSK-G (finish rating 20 min), Type FSly (finish rating 20 min), Type FSW-2 (finish raring 24 min), Type FSW-3 (finish rating 20 n,m), Type FSW-5 (furl sh rating 22 min), Type FSW-G (Finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min), Type FSMR-C, Type FSW-6 (finish rating 20 min). NATIONAL GYPSUM CO Riyadh, Saudi Arabia —Type FR, or WR PABC0 BUILDING PRODUCTS L L C, DBAPABCO GYPSUM —Types C, PG-2 (finish rating 20 min). PG- 3 (fin. sh rating 20 mtn),Types PG-3W. PG-5W (finish rating 20 min), Type PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 min), Types PG-3RTS, PG-SWS (font sh rating 20 min), Types PG-5, PG-9 (finish rating 26 min), PG-11 or Type PG-C. PANEL REY S A — Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX -I (finish rating 26 min) TEMPLE -En AND— Type X, Veneer Plaster B ass -Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type SCX (fen sin rating 24 min), Type C 4mi.).T e IF Xl Finish finish ratio 24 .in),T e WRX finish ratio 24 min Type WRC finish rain 2 ( g YP ( g ), YF ( gYP rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SEX (finish rating 24 min), Type FRX-G (finish rating 29 min), Type IP-AR (finish rating 24 min), Type IPC AR (finish rating 24 min). USG MEXICO S A DE C V —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WR { (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-XI (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min). 3A. Gypsum Board* — (As an altemate to Item 3) — 5/8 in_ thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically Gypsum panels fastened to framing with 1-114 in long Type "Y coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 infrom edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally AMERICAN GYPSUM CO —Types AGX-1 (finish rating 25 coin.), Type AG-C (finish rating 25 min-)- CANADIAN GYPSUM COMPANY —Type AR (finish rating 24 min), Type C (fin sh rating 24 min), Type FCV (finish rating 24 min) , Type IP-A,R (finish rating 24 min), Type IPC-AR (Emich rating 24 min), Type IP-X1 (finish rating 24 min), Type IF-X2 (finish. rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min) - UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type SCX (fini sh rating 24 min), Type C (finish rating 24 mm),Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-XI (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX-G (finish rating 24 min), Type IP-AR (finish rating 24 min), Type PC -AR (finish rating 24 min). USG MEXICO S A DE C V —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type `XR_,. (finish rating 24 min), Type WRC (finish rating 24 min), Type P-X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min),Type SHX (fini sh rating 24 min), Type SCX, Type IF AR (finish rating 24 min), Type PC -AR (finish rahng 24 min)- 3B. Gypsum Board* — (As an alternate to Item 3) —Nom 314 in, thtck installed with 1-7f8 inlong cement coated nails as described in Item 3 or 1-3f8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CANADIAN GYPSUM COMPANY Types AR,IPAR. UNITED STATES GYPSUM CO — Types AR, P-AR USG MEXICO SADE C V —Types AR., P-AR. 3C- Gypsum Board* — (As an alternate to Items 3, 3A and 313) - 518 in thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the ass embly. Installed with 1-7/8m long cement coated nails as described in Item or 1-IA in. long Type W copse thread gypsum panel steel screws as described m Item 3A. Joint covering (Item 2) not required CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO —Type SEX. USC MEXIC0 SADE C V —Type SHX. 3D. Wall and Partition Facings and Accessories* —(AS an alternate to Items 3, 3 A, 3B and 3C, not shown) - Nomrnal 5/8 m thick, 4 ft wide panels, applied venc�ally to studs and bearing plates on one side ofthe assembly with 1-518 m. long Type S screws spaced 12 m OC at perimeter of panels and 8 m OC m the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwh eads covered with two layers ofjoint compound. Batts and Blankets placed in stud cavity as described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed SERIOUS MATERIALS INC —Type QuietRock QR-530 (finish rating 23 min). 3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs Wallboard secured to studs with 1-518 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertic al j oints of le ad backed gypsum wallboard and opti coal at remaining. stud locati ons. Lead batten ships, min 1-1/2 inwide, max 10 ,thong with a max thickness of 0.125 in placed on the face of shads and attached to the stud with two 1 in. long Type 5.12 pan head steel s crews, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten ships or optional at other locations Max 3M indi am by max 0.125 inthick lead discs compression fitted or adhered over steel screw heads or max lit in. by 1-1f4 inby max 0.125 in. thick 1 ead tabs placed on gypsum boards undeme ath screw locations pr+-or, to the installation of the screws. Lead batten strips to have a purity of 99.9%meetitie, the Federal specification QQ-L- 201f, Grade "C". RAY-BARENGBVEERING CORP —Type RR-LBG (finish rating 24 min). 3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) 518 in. thick gypsum panels, with square edges, applied either horizontally or vertically Gypsum panels fastened to framing with 1-1/4 in long Type W arse thread gypsum panel steel sr_rews spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of beard or nailed 7 in. OC with 6d cement coated nails 1-718 in long, 0.0915 in. shank diam and 15164 in. diam heads. When used in widths of other than 48 in., gypsum boards are to be installed. horizontally. Joints and nail heads treated as described in Item 2. TEMPLE -INLAND GrecrOlass Type X (Fresh rating 23 mtn). 3G. Gypsum Board* — (As an alternate to Items 3, 3A, 3B,. 3C, 3D,. 3H and 3F) - 518 in, glass -mat faced with square edges, applied either horizontally or vertically Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated nails 1-7/8 in. long, 0, 0915 in. shank diam and 15164 in wane heads Nails shall beplaced t inch and 3 inch from horizontal joints and 7 inch OC thereafter. RC2602 TEMPLE -INLAND —Type X ComfcrtGuard Sound Deadening Gypsum Board (finish rating 27 min). 3I Gypsum Board* — (As an alternate to Items 3) - Not to be used with items 6 or 7 5/8 in thick paper surfaced applied vertically only. Gypsum panels nailed 7 in OC with 6d cement coated nails 1-7/8 in. long, 0. 0915 inshank wain and 15f64 io. diane heads NATIONAL GYPSUM CO SoundBreak XP Type X Gypsum Board 3J Wall and Partition Facings and Accessories* — (As an alternate be Items 3 through 3I, not shown) —Nominal 5/8 in thick.4 it wide panels, applied verti rally. Panels nailed? in OC with 6d cement coated nails 1-7f8 in long, 0 0915 inshank dim and 15J64 indi am heads. Panel joints covered with paper tape and two layers ofjoint compound Nailheads c et ere d with two layers of jou t compound . INC .—T e uiztRock ES finish ratio _l min' Type uietF.ack R-527 finish SERIOUS MATERIALSType Q ( g 1, yp Q Q rating 24 min). 4. Steel Corner Fasteners — (Optional) — For use at wall comers. Channel shape d, 2 inlong by 1 inhigh on the back side with two 112 inwide cleats protruding into the 5/8 inwide channel, faller cared from 24 Sarced galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 infrom corner of gypsum board, max spacing 16 in OC. Nailed to adjacent stud through tab using one No 6d cement coated nail per fastener Corners of wall bond shall be nailed to top and bottom plate using No. 6d rem ent coated nails 5 Batts and Blankets* — (Optional -Required when Item 6A is us ed ) Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A. is used, glass fiber or mineral wool insulati on shall be placed to completely fill the stud cavities and shall be secured to the studs 24 in OC with staples, nails or screws. CERTAINTEED CORD GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF OW ENS CORNING Corning Fiberglas Corp ROCK WOOL MANUFACTURING CO —Delta Board. ROXUL ASIA SDN BHD —Acoustical Fire Batts ROXUL INC —Acoustical Fire Batts THERMAFIBER INC Type SAFB. 5A Fiber, Sprayed* —(Notshown - Not for use with Item 6A) As we alternate to Batts and Blankets (Item 5) I Spray applied cellulose material. The fiber is applied with ,water to completely fill the enclosed cavity in accordance with the application instructions supplied wrath the product. Nominal dry density of 3.0 lbfftl. Alternate application method The Fiber is applied ,with LT.S. Greenfiber LLC Type AD 100 hot melt adhesive at a nominal ratio of one part mlt;esrec to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instuctions supplied with the product. Nominal dry density of2.5 felfte US GREE NFIBERLL C—Cocoon2 Stabilized or Cocoon-FRM(Frre Rated Material) 5B Fiber} Sprayed* — (Not shown -Not for use with Item 6A) As an alternate to Batts and Blankets (Item 5) and Item 5A- Spray applied cal:ul ose insulation material The fiber is applied with water to inter or surfaces in accordance with the application instructions supplied with the product Applied to completely fi11 the enclosed cavity. Minimum dry density of 4.3 pounds per cubic it. NU -WOOL CO INC — Cellulose lnsul all on 5C- Batts and Blankets* —Required for use with resilient channels, Item 7, 3 inthi ck mineral wool facts, placed to Fill interior of wall, attached to the 4 in face of the studs with staples placed 24 in OC,. THERMAMBER INC —Type SAFB SD Glass Fiber Insulation — (As analternate to Item SC) — 3in. thick glass fiber baits bearing the UL Classification Ivtarking as to Surface Burning andlor Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 in CC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5E Batts and Blankets* (Required for use with Wall and Partition Facings and Accessories, Item 3D) — o O 80 of with a flnine s read of 25 or less and a smcke Glass Eller insulation, nom 3-1f2 in thick, min. density f p p developed of 50 or less, Friction,fittedto completely fill the -stud cavities See Batts and Blankets Category (BKNV) for names of m anufacturers- 5F Fiber, Sprayed* — (Optional, Not Shown -Not for use with Item 6, 6A or 6B). As an alternate to Batts and Blankets (Item 5) and Item 5A-Spray epplted granulated mineral fiber material The fibzr is Spplizd with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERROCK PRODUCT S L P — Re Aw-1 5G Fiber, Sprayed* —(Optional, Not Shown -Not for use with Items6. 6A or 6B). As an alternate to Batts and Blankets (Item 5) and Item 5A- Brown Colored Spray applied cellulose fiber. The Fiber is applied with water to completely fill the enclosed stud cavity in accordance with the application instructions supplied with the product. The mmimum dry density shall be 430lbslfts. INTERNATIONAL CELLULOSE CORP— Celbar-RL 6 Steel Framing Members (Optional, Not Shown)` —Furring channels and Steel Framing Members as described bet ow. a. Furring Chw nAl Formed of No 25 MSG galv steel 2 318 m. wide by 718 in. deep, spaced 24 in. OC perpendicular to studs- Channels secured to studs as described in Item b Ends of adjoining channels are overlapped 6 it, and tied together,wrth double strand of No 18 SWG galv steel wire near each end of overlap As an alternate, ends of adjoining channels may be overlapped 6 inand secured together with two self -tapping #6 framing screws, min. Wit, inlong at the midpoint of the overlap, with one screw on each flange of the channel. Ciypsurn board attached to furring channels as described in Item 3. b. Steel Framing Members*— Used to attach furring channels (Item 6a)to studs- Clips spaced 48 in OC. RSIC-1 clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC V tips securedto studs with No 8 x 1-112 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC —Types RSIC-1, R SIC-V. 6A Steel Framing Members (Optional, Not Shown)' —Furring channels and Steel Framing Members on one rid I of studs as described below: I a Furring Channels —Formed of No 25 MSGgaly steel, spaced 24 in OC perpendiculn to stud Channels securedto studs as described m em Itb Ends of adjoining channels are overiapped 6 in and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap- Batts and Blankets laced in stud cavity as described in Item 5. Two layers of sum board attached to fang channels as I P Y Y gypsum g described in Item 3- b Steel Framing Members* —used to attach furring channels (Item 6Aa) to one side of studs only. Clips spaced 48 in. CC_ and secured to studs with two No. 8 x 2-1/2 in coarse drywall screws one through the hole at each end of the clip Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax. 6B. Steel Framing Members (Optional, Not Shown) * Furring channels and Steel Framing Members as described i below. Ia. Furring Channels —Formed of 1To. 25 MSG galv steel 2-3/8 to -vide by 7f8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as d-mbed in Item b. Ends of adjoining channels are overlapped 6 inand tied together with double strand of No. I8 SWG galv steel wire near each end of I overlap. AS an alternate, ends of adjoining charnels may be overlapped 6 in and secured together with � two self-tappng #6 framing screws, .in. 7/16 inlong at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item. b. Steel Framing Members* —Used to attach furring channels (Item 6Ba) to studs. Clips spaced 43 in OC. Genie clips secured to studs with No. 8 x 1-1/2 incoarse drywall screw through the center hole Furring channels are friction fitted into clips PLITEQ INC—Type Genie Clip 7 Furring Channel — Optional - Not Shown - For use on one side of the wall -Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws When resilient channels me used, insulation, Items I 5C or 5D is required. i 7A. Steel Framing Members* Optional - Not Shown - Used as an alternate method to attach resili ent I channels (Item 7) to one side of studs only Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1-3/4 in. long diamond shapedpoint, double lead Phillips head steel screvas through the center hole of I the clip and the resilient charnel flange- lKEENE BUILDING PRODUCTS CO INC —Type RC Assurance. 8 Caulking and Sealants— (not shown, optional) A bead of acoustical sealant applied around the partition perimeter for sound control III 9 STC Rating —The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above - Ialheads Shall be covered with joint compound B. Item 2, above - Joints As described shall be rovered wit}, fiber tape-djoint compound. I C. Item 5, above - Batts and Blankets*The cavities formed by the studs shall be friction fit with R-19 i unfaced fiberglass insul ation batts measunhg 6-114 inn thtck and 15-114 in. wide. ICI above D- Item 6, -Steel Framing Members* Type RSIC-I clips shall be used to attach gyp sum board to studs on either side of the wall assembly: E. Item 8, above - Caulking and Sealants (not shown) A bead of acoush cal sealant shall be applied around the partition perimeter for sound control F Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10 Wall and Partition Facings and Accessories* —(Optional, Not shown) —Nominal lf2m threk,4ftwtde panels, for optional use as an additional layer on one or both sides of the assembly Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board laver(s) isfam to be installed as indicated as to fastener type and spacing. except that the required fastener length shall be increased by a minimum of 1/2 in Not evaluated or intended as a substitute for the required layer(s) of UL CImsifi ed Gypsum Board. SERIOUS MATERIALS INC —Type QmetRork QR-510. I 11 Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard Items Required) - 1/2 in , 5f8 tn_ 314 m or fin thick, mar. 32 n, wide-- Applied vertealy or horizontally writhvertical I joints centered over studs, Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in for steel framing members, and a minimum cf 3l4 m for wood framing members spaced a i max of in. OC. When 4 R- wr6e bonds are used, horizontal joints need not be backed by frnning- I NATIONAL GYPSUM CO —Type PermaBase 12. Nan -Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 instuds or nominal 2 by 6 in studs nailed together with two 3 in. long 1 Od nails spaced a.- 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 instud with 3 in. long 1 Od nails spaced a max. 16 in. C?C:. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in studs. The wall partition wood studs are to be framed by with a second 2 by 4 in wood stud fastened with 3 in. long 10d nails spaced a max 16 in. OC. vertically Maximum one non -bearing wall parhhon intersection per stud cavity. Non -bearing wall petition stud depth shall be at a minimum equal to the depth ofthe bearing wall. 13 Avlesh Netting— (Not shown) -Any thin. woven or non -woven fibrous netting material attached with staples to the outer face .I.., ro-v of studs to facilitate the installation of the sprayed fiber from the opposite row. 'Bearing the UL Classification Mark GA FILE NO. RC 2602 I 1 GENERIC I WOOD TRUSSES, GYPSUM WALLBOARD Base layer 5/8" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with 1114" Type W or S drywall screws 24" o.c. Face layer $/a" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/sit Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 11/2" Type G drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire resistance protection for trusses. 1 DOUR FIRE Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 3 m n 0 '0 FORUME L 0 y ARCHITECTURE & INTERIOR DESIGN, INC. L .m PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y Ir C14 N m m O N O LU of __T SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Clubhouse _ -_ References- -. _ -11 Assemblies Al T05 B SUBMIT COPIES OF UL LISTED PENETRATION SYSTEM FOR APPROVAL WITH SUBMITTALS / SHOP DRAWINGS �I I ' I_-_-_ _. I,I iii- I i - --I - - — _- , - -- - -- — -- -- - - I I _ I I I_ II Ii.1, 11 1. .1 11 . i . 11 t.11..a 11 r rn. i , , b... i . .: , i-hir I — I I—tn r i -- - - - - -- —. —� Maximum Area of Exterior Wall Openings e SHEET NOTES Per Table 704.8 & Section 704.8.1 FBC 2007) A REFER TO SHEET A1.03 FOR GENERAL NOTES A O N I O fo U Cn d U7 00 M N r to O O N co C: O O _O a - Architectural Site Plan PROPERTY SIGN (PROVIDE POWER) w 0 LU I - J Z LU L11 W CU Building Building Type Side or Portion of Building Distance To Property Line % Opening Allowed % Opening Provided 1 III -A Left Elev. 15'-0" 15% 11.5% 2 III Right Elev. 15'-0" 15% 11.5% 3 III -A Left Elev. 14A 0" __._ _ 15% __. _ - 11.5% _ _ A_4: XVIII _..__Right Elev. _ 14'-10° 15% 5.8%__.- B REFER TO CIVIL PLANS FOR ALL SIDEWALK LOCATIONS, PARKING COUNTS, HANDICAP PARKING AND ACCESSIBILITY DETAILS, AND BUILDING LOCATIONS. C CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS. D FLORIDA YARDS & NEIGHBORHOOD CERTIFICATION IS REQUIRED ON ALL LANDSCAPING LEGEND BUILDING NUMBER X NO. OF UNITS X X BUILDING TYPE LOCATION OF UFAS UNITS LOCATION OF VISUAL / HEARINt IMPAIRED UNITS @ GROUND FLOOR PRETTY POND RD o > w m J O J m Cl' LU (n Z d Z WLU �C.9 DAUGHTERY RD T PROJECT LOCATION �y 0 BENTLEY DR OUNTY ROAD 54 I F NORTH �VicinitvMap 0 ' NTS N C 0 W 0 L FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamOnte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL YY � N m � m O Cn O W Of Q Q SET DISTRIBUTIONS: EDITED BY: JT 0 i PROJECT NO. 10-2651 z 0 U) Architectural Site Plan 0 i w - z_ o6 W ty F 0 W L- x 0 A2n01 0 LL I T -- CD 0 IN N LO Q 0 co C O POST TENSION SLAB (OPTION) POST TENSION SLAB (CONT.) ® GENERAL 01 CONTRACTOR HAS THE OPTION OF PROVIDING A POST -TENSION SLAB SYSTEM IN LIEU OF THE MONOLITHIC 32 ALL FIELD ELONGATIONS SHOULD BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CUTTING THE 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL SLAB SYSTEM SHOWN IN THESE DRAWINGS. IF THE CONTRACTOR CHOOSES TO TAKE THIS OPTION, THE TENDON TAILS. CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE CONTRACTOR MUST SUBMIT COMPLETE POST -TENSION DESIGN DRAWINGS WITH DETAILS, SIGNED AND WITH THIS CODE AND ALL LOCAL REQUIREMENTS. SEALED BY AN ENGINEER REGISTER IN THE STATE WHERE THE PROJECT IS LOCATED, TO THE ARCHITECT AND 33 STRAND SHALL BE COATED WITH A PERMANENT RUST PREVENTATIVE COATING AND ENCLOSED WITHIN AN STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. EXTRUDED PLASTIC SHEATHING. FIELD TAPE ANY TEARS IN THE SHEATHING AND UP TO THE STRESSING 02 DESIGN LOADS: ANCHORAGE PRIOR TO CONCRETE PLACEMENT. A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING S17.41. 02 PROVIDE ALL NECESSARY BAR SUPPORT AND TIES IN ACCORDANCE WITH THE LATEST A.C.I. DETAILING b. FLOUK LIVE LUAUb HAVE bLLN KtuUULU IN AC;L;UKUAINL;t VVI I H L;UUt 1-UK UIKUtKS AIVU UULUIVIIVJ. MANUAL. 34 FULLY STRESSED TENDONS SHALL BE CUT I" WITHIN THE FACE OF THE CONCRETE. AFTER THE TENDON TAILS C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. HAVE BEEN CUT OFF, A RUST PREVENTATIVE MATERIAL SHALL BE COATED ON THE EXPOSED ANCHOR AND D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. 03 PROVIDE 3/4" COVER TOP AND BOTTOM FOR POST -TENSION CABLE AND 3/4" COVER FOR MILD STEEL TAIL. THE STRESSING POCKETS SHALL THEN BE FILLED WITH A STIFF, NON -SHRINK GROUT. E. DESIGN ROOF SNOW LOAD: N/A REINFORCEMENT. F. SEISMIC: N/A 35 SEE STRUCTURAL DRAWINGS FOR ATTACHMENT OF STUD WALLS TO FOUNDATION. INTERIOR FOOTINGS SHALL 04 ADD HOOK LENGTHS TO BARS SHOWN THUS: L BE CENTERED UNDER LOAD BEARING WALLS TO DISTRIBUTE LOAD EVENLY TO FOUNDATION. SEE 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING STRUCTURAL DRAWINGS FOR DIMENSIONS. DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO 05 FREE MOVEMENT OF THE BEAMS IN THE FORM MUST BE INSURED DURING PRE -STRESSING CONSTRUCTION OF WORK. 36 THESE SLABS SHALL BE DESIGNED USING THE PROPERTIES OF THE ABOVE REFERENCED GEOTECHNICAL 06 REINFORCING LENGTH MAY VARY BY A MAXIMUM OF 3 INCHES TO ELIMINATE WASTE. REPORT. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT, SLAB CRACKING, OR 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY OTHER FUTURE DEFECTS RESULTING FROM UNREPORTED CONDITIONS, OR CONDITIONS VARYING FROM ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE 07 HEIGHTS OF STRANDS ARE MEASURED FROM BOTTOM OF THE SLAB TO THE CENTERLINE OF STRAND, OR THOSE SPECIFIED IN GEOTECHNICAL REPORT ARCHITECT / ENGINEER OF ANY DISCREPANCIES. CENTROID OF STRAND GROUP. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY 08 STRANDS MAY BE STRESSED WHEN CONCRETE ACHIEVES 75% OF THE REQUIRED 28 DAY STRENGTH. CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. 09 THE POST -TENSION CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND STRESSING CALCULATIONS, BOTH CERTIFIED BY A PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT TO BE SUBMITTED TO THE 06 REFER TO SHEET S17.40 FOR FRAMING GENERAL NOTES ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO CONSTRUCTION. NO PLACEMENT OF TENDONS SHALL COMMENCE WITHOUT APPROVED DRAWINGS. REVIEW OF SHOP DRAWINGS FOUNDATION PREPARATION ® CONCRETE IS FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A 01 ALL CONCRETE WORK TO COMPLY WITH ACI 301 AND 304 RECOMMENDED PRACTICE FOR MEASURING, DIMENSIONS AND FIT. THEIR APPROVAL BY THE STRUCTURAL ENGINEER AND ARCHITECT IS NOT TO BE GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES DATED SEPTEMBER 24, 2007. SHOULD MIXING, TRANSPORTING AND PLACING CONCRETE. CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACT REQUIREMENTS OR RESPONSIBILITIES, UNLESS THE CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF CONTRACTOR HAS REQUESTED A DEVIATION IN WRITING. WORK 02 EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE, 10 SHOP DRAWINGS ARE TO INDICATE STRAND SPACING, PROFILE, CHAIR HEIGHTS AND SPACINGS, STRESSING 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. U.N.Q. FORCES AND ANTICIPATED ELONGATION 11 POST -TENSION CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER AND ARCHITECT THREE (3) COPIES OF ELONGATIONS AND FORCES BOTH CALCULATED AND MEASURED, IMMEDIATELY AFTER WORK IS COMPLETE. 12 THE FORCES SHOWN ON ANY DRAWING SHALL BE THE EFFECTIVE FORCES AT ANY POINT ALONG THE STRAND LINE AFTER ALL LOSSES HAVE OCCURRED. 13 ALL FORM WORK SHORING MUST BE LEFT IN PLACE UNTIL STRESSING IS COMPLETED. 14 A MINIMUM OF TWO STRANDS SHALL PASS THROUGH EACH COLUMN OR VERTICAL SUPPORT. 15 ALL POCKETS REQUIRED FOR ANCHORAGES SHALL BE ADEQUATELY REINFORCED NOT TO DECREASE THE STRENGTH OF THE STRUCTURE, ALL POCKETS SHALL BE WATERPROOFED TO ELIMINATE WATER LEAKAGE THROUGH THE POCKET. 16 TENDONS SHALL BE DRAPED TO A DOUBLE PARABOLIC PROFILE BETWEEN SUPPORTS AND SHALL CONFORM TO THE CONTROL POINTS SHOWN IN THE TENDON OR GROUP OF TENDONS. LOW POINTS ARE AT MID SPAN UNLESS OTHERWISE NOTED. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE FURNISHED TO ADEQUATELY HOLD THE TENDONS DURING THE CONCRETE PLACEMENT. 17 IN ACCORDANCE WITH A.C.I., ALL CONCRETE SHALL BE PRE -STRESSED TO PROVIDE A MINIMUM AVERAGE COMPRESSIVE STRESS OF 100 PSI ON GROSS CONCRETE AREA, USING EFFECTIVE PRE -STRESS AFTER LOSSES. CONTRACTOR SHALL PROVIDE MINIMUM FORCE IN ALL CONCRETE WHETHER OR NOT SPECIFICALLY IDENTIFIED ON DRAWINGS. 18 ALL DESIGN, MATERIAL, AND WORKMANSHIP FOR THE POST -TENSIONED SLAB ON GROUND SHALL CONFORM TO: "DESIGN AND CONSTRUCTION OF POST -TENSIONED SLABS -ON -GROUND" PUBLISHED BY THE P80ST-TENSIONING INSTITUTE. 19 THIS SLAB -ON -GROUND DESIGN IS IN ACCORDANCE WITH ACCEPTABLE ENGINEERING PRACTICES FOR THE PROJECT SPECIFICALLY STATED ON THESE DRAWINGS. THESE DRAWINGS MAY NOT BE USED FOR ANY OTHER LOCATION. 20 THE SLAB -ON -GROUND DESIGN SHALL BE DESIGNED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION PERFORMED BY: FAULKNER ENGINEERING SERVICES DATED SEPTEMBER 24, 2007 1. BEARING PRESSURE = 2000 PSF 2. SUBGRADE MODULUS =150 PCI 21 THE DESIGN SHALL BE ONLY APPLICABLE IF THE SUPPORTING SOILS ARE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 22 THIS SLAB -ON -GROUND SHALL BE DESIGNED TO CONTROL TEMPERATURE AND SHRINKAGE CRACKS. INITIALLY, IT MAY SUSTAIN SHRINKAGE AND TEMPERATURE CRACKS DURING NORMAL CONCRETE CURING. 23 FINAL GRADE AND A REASONABLY UNIFORM MOISTURE CONTENT SHALL BE MAINTAINED FOR THE LIFE OF THE STRUCTURE, INCLUDING DURING CONSTRUCTION. 24 SUBGRADE PREPARATION SHALL BE AS DEFINED AS NOTED IN THE SOIL REPORT. 25 A CONTINUOUS 6 MIL POLYETHELENE SHEET SHALL BE PROVIDED BELOW THE SLAB -ON -GROUND (USE 12" LAPS). 26 ALL DIMENSIONS, BRICKLEDGES, DROPS, OFFSETS, OPENINGS, INSERTS, ETC., SHALL BE FIELD VERIFIED `J'd ARCH) STRUCTURAL PLANS PRIOR TO THE PLACEMENT OF THE SLAB -ON -GROUND. 27 ALL CONCRETE SHALL COMPLY WITH ACI-318 AND HAVE A MAXIMUM SLUMP OF 4" AND HAVE A MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. CALCIUM CHLORIDE OR ANY ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. 28 CONCRETE SHALL BE WELL CONSOLIDATED, ESPECIALLY IN THE VICINITY OF POST -TENSIONING ANCHORAGES. FORMS SHALL BE STRIPPED WITHIN 5 DAYS OF CONCRETE PLACEMENT, BUT NO LESS THAN 24 HOURS. 29 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND BE INSTALLED PER ACI-318. ALL REINFORCING SHALL BE SECURED AND SUPPORTED TO SUFFICIENTLY MAINTAIN THEIR POSITIONS UNTIL THE CONCRETE HAS CURED. 30 WHERE REINFORCING STEEL IS SHOWN IN EXTERIOR BEAMS, PROVIDE MATCHING CORNER BARS LAPPED A MINIMUM OF 30 BAR DIAMETERS. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 4" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FORFWALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2'" FOOTINGS 3°' 1 GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER 1-FOOT BELOW PAVEMENTS SHOULD BE COMPACTED TO 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF V-6" BELOW! FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF V-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x 3'-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6' INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. 03 MINIMUM CONCRETE STRENGTH SHALL BE 3000 PSI AFTER 28 DAYS, U.N.O. PROVIDE TEST REPORTS ON EACH BUILDING TO THE OWNER AND THE ARCHITECT. 04 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLAB AREAS U.N.O. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO THE SLOPE. 05 PROVIDE CONCRETE SLAB FOR AIR CONDITIONER COMPRESSOR AS REQUIRED BY EQUIPMENT MANUFACTURER. COORDINATE PLACEMENT OF SLAB WITH FINISH GRADING AT COMPRESSOR LOCATION 06 ALL SIDEWALKS SHALL SLOPE AWAY FROM BUILDING. SUBMITTALS 01 THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS FOR REVIEW: (IF j APPLICABLE) A REINFORCING STEEL FOR CAST -IN -PLACE CONCRETE B CONCRETE DESIGN MIXES 02 THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS AND STRUCTURAL CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THIS PROJECT: A TIMBER TRUSSES AND/OR WOOD I -JOISTS, STRUCTURAL AND TIMBER FABRICATIONS B PRE -STRESSING TENDONS ,Afl •`''® McLikren —i1t-111 GINEERING a=tn= �iti► �It��itit GROUP FL CofA #7992 5728 Major Blvd„ Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www rngmclaren.co `,,��1/1111/���� 1 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Q SHEET REVISIONS: I EDITED BY: JT PROJECT NO. 10-2651 Clubhouse General Notes- Structural 31 PRESTRESSING STEEL: PRESTRESSING STEEL USED IN TSI MONOSTRAND UNBONDED POST -TENSIONING TENDONS SHALL BE 7-WIRE STRAND AND BE CLEAN AND FREE FROM CORROSION. STEEL WILL CONFORM TO ASTM A-416, GRADE 270 LOW RELAXATION F.Oleck 10 2514 S17-30 m m U a- m N 0 0 N 00 0 0 0 NAIL DUPLEX NAILS TO TOP OF FORM BOARD r- SIMPSON MAS TERMITE SHIELD 6" 1/2" R.T. SILL PLATE SILL SEALER IMPSON MAS STEP 2 1 1 /2"=1'-0" 3'-6" 6" 6, 2'-6" D i 05 N o O6 r Condenser Pads (5) 1 /4"=1'-0- REINFORCEMENTS MARKS SIZE COMMENTS BOTTOM TOP L W D SHORT BAR LONG BAR SHORT BAR LONG BAR i F-1 CONT. 24" M @ 24 O C 3 #5 --- 1- #5 F-2 I CONT. 24" 3 #5 --- --- MIN @ 24" O.C. #3 TIES F-3 CONT. 24" 18°" @ 24" O.C. 3 #5 --- --- F-4 CONT. 12" 22" --- 1 #5 --- #5 145 MIN. F-5 24" 24" 26" 3 - #5 3 - #5 3 - #5 3 - #5 MIN F-6 30" 30" 26' 3 - 4i5 3 - #5 3 - #5 3 - #5 MIN. 0'-0" 01 1 /4" = 02 I M UJ o w ,,, CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. PRE -FORMED STRIPS MAY BE USED IN LIEU OF SAWED JOINTS. Control Joint Detail See Foundation Plan For Locations 0 cn 3/4"=1'-0" 3/4"=1'-0" FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. x W c 3"=1'-0" FRONT OF MACHINE J-BOLT SPACING PER MFR. INSTALL. INSTRUCTIONS F_6 Footin Column SLOPE GRADE IRNDOWN AS 'RADING PLANS IN MIN. DEPTH GRADE. TE W/ CIVIL DWGS. 3/4"=1'-0" SLOPE GRADE RNDOWN AS )RADING PLANS IN MIN. DEPTH GRADE. TE W/ CIVIL DWGS. PER SCHEDULE gFootDeta i I ing @ Edge of Slab SCHEDULE FootingDetai F-3l @ Interior Bearing or Shear wall 3/4"=1'-0" LU LL1 Lu 2 W S V 3/4"=1'-0" TOP OF SLAB EVEN WI TOP OF PAVER 01 03 G.C. TO VERIFY W/ PAVER I 014, SLOPE LU J PAVER BED PER MFR. w � w 02 PER SCHEDULE &F-2 ootin DetaiI 3/4"=1 `-0'= Ext. Wall c w J 0 a i < -do a Cn 02 PER SCHEDULE Footing Detail 6 7.3 SLOPE GRADE EXTEND TURNDOWN AS REQ. PER GRADING PLANS TO MAINTAIN MIN. DEPTH BELOW FIN. GRADE. COORDINATE W/ CIVIL DWGS. N SHEET NOTES A REFER TO SHEET S17.30 FOR GENERAL FOUNDATION NOTES B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALKS KEY NOTES 01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED SLAB ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL 02 REINFORCEMENT PER FOOTING SCHEDULE 03 2X P.T. BOT. PLATE: SEE SHEAR WALL SCHEDULE AND DETAILS FOR ANCHORAGE REQUIREMENTS 04 EXPANSION JOINT: 1/2" THICK X 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER 05 4" THICK CONCRETE PADS W/ WWF TYPICAL. COORDINATE PLACEMENT TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING 06 ADJUST SIZE OF CONCRETE PADS AS NECESSARY TO MEET CONDENSOR MANUFACTURER'S REQUIREMENTS FOR CLEARANCE AND MAINTENANCE _ =1110_•®McL!ena 11 ENEERING GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com T F. O �� .... •i �O• ••••N O•� •.,• R 1D •. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments U! C 0 U 0 E 0 City of Zephyrhills, FL c 0 .N N C 0 0 7 0 0. 2 C Q EDITED BY: JT ROJECT NO. 10-2651 Clubhouse Foundation Details & Schedule S17-31 @ Commercial Washing Machine 3f4°'=1'-0" t '� @ Column 3/4"=1'-0" t t @ Ext. Wall -- - 3/4"=1'-0° 00 U) M LO M 0 r C) N O r e Co C O a-+ _Q a. «�" SHEET NOTES A REFER TO SHEET S17.30 FOR GENERAL FOUNDATION NOTES B REFER TO SHEET S17.31 FOR FOUNDATION DETAILS C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALKS OR SLABS ® KEY NOTES 01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED SLAB ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER WELL COMPACTED SOIL 02 PORCH SLABS: SLOPE SLABS AWAY FROM BUILDING AS INDICATED BY SPOT ELEVATIONS 03 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 04 CONTROL JOINTS (CJ): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYP CONTROL JOINT/CONSTRUCTION JOINT DETAIL 4/S17.31 05 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" )]7 LONG @ 8" O.C. IN SLAB AS SHOWN (TYP) 06 EXPANSION JOINT: 1/2" THICK X 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER 07 CONTRACTOR TO VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW 08 1 1/2" RECESS IN SLAB WHERE PAVERS ARE BEING USED. CONTRACTOR TO VERIFY RECESS WITH ACTUAL PAVERS. PAVERS INSTALLED FLUSH TO FINISH FLOOR AT ALL DOORS. 09 PROVIDE PIPE SLEEVE(S) FOR CABLEMIRING AS REQUIRED. CONTRACTOR TO COORDINATE 10 FLOOR DRAIN: SLOPE TO DRAIN LEGEND -- EDGE OF FOOTING BELOW EDGE OF SLAB STEP SLAB, G.C. TO VERIFY NO STEP REINFORCEMENT CONTROL JOINT _ IT! c e ren 11 =111= ENGINEERING Maii 1 "�� GROUP ;: FL CofA #7992 5728 !Major Blvd., Suite 603, Orlando, FL 32818 Tel. (401) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT 0 z PROJECT NO. 10-2651 z a a • 1 /4"=1'-0'° OF fZ MOP' Q S17-32 $1 •••.. MI.�� 0 R.F.Oles��li►� ` /lull WOOD STRUCTURAL PANEL (PLYWOOD) 01 PLYWOOD FOR ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING EXP.1, APA IDENTIFICATION INDEX 32/16, OR BETTER. 02 PLYWOOD ROOF SHEATHING SHALL BE NAILED TO TRUSSES AS PER ROOF ZONE FASTENING PLAN. 03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 05 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. ® LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRE -CUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9-1 OF CHAPTER 23 OF THE 2007 FBC, MICROLLAM® OR PARALLAM ) BEAMS 05 01 MICROLLAMO OR PARALLAMO BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. 02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9 X 10"6 PSI FB = 2,600 PSI F T = 1,555 PSI FC - 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 03 PARALLAMO BEAMS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 2 X 1 OA6 PSI FB = 2,900 PSI FC = 750 PSI FC, PARALLEL = 2,900 PSI FV - 290 PSI 04 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 05 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS. 06 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. U U) C M 0) i4 i0 CO O r O CJ r co C Ra.. 16 0- JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY El T HER OF TWO ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT'TIMBER CONNECTIONS' BELOW: A. A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA. STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED TO PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. B. A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. ® TRUSSES 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. 'k McLik!en NEERING M11= 11'=w` GROUP 11= FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com F. m 9 aFORUME L 0 N ARCHITECTURE & dc INTERIOR DESIGN. INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com L Q ' E iL THE 00 • ICHMAN mi c ROUP 3 OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Clubhouse General Notes Framing ft MO.', MiM S17.40 M U a N N M M 0 0 N Co C0 C 0 0 0 a 3 r7*NG�able End Truss Typ. Section Detail ® "L." BRACING REQUIREMENTS STUD SPACING NO "L." BRACE (1) 2x4 "L" BRACE (2) 2x4 "L" BRACE 16" 0'-0"-4'-0" 4'-0"-6'-0" 6'-0"-12'-0" 24" 0'0"2'8" 2°8"5'0" 5'0"9'0" 1 "=1'-0" - - - - - - - - - SECTION C-C Gable End Truss Bracing Details Typ. Elevation & Plan Sections 18 FLOOR TRUSS BRG. ® SHEAR WALL SCHEDULE SHEAR FRAMING EXTERIOR SHEATHING INTERIOR SHEATHING i BASE CONNECTIONS WALL TYPICAL STUDS PER SHEATHING SCREW PATTERN SHEATHING SCREW PATTERN CONT. PLATE TO HOLD-DOWNS AT MARK STUDS END/OPENING TYPE EDGES INTERMED. TYPE o EDGES INTERMED. DECK/SLAB EACH END 7/16" O.S.B. (TYP.) GYPSUM 1 114" BUGLE HEAD 1 1/4" BUGLE HEAD SIMPSON HDU-SDS2. SW-1 2x6 AT 16" (2) 2x6 15/32,� P.T. PLYWOOD 8d AT 4 O.C. 8a AT 8 O.C. 5/8" 112"010" LONG A307 O.C.I @ BOTTOM COURSE WALLBOARD CREWS AT 4'� CREWS AT 4' � AB AT 18" OC OR HTT4 3 4 4 3 O.C. O.C. 1 2 5 1 1/4" BUGLE 1 1/4" BUGLE 2x4 OR 2x6 ATI (2) 2x4 5/8" GYPSUM HEAD HEAD 1/2" 010" LONG A307 SIMPSON HDU-SDS2. SW-3 16" O.C. or WALLBOARD SCREWS AT 4" CREWS AT 4' AB AT 18" OC OR HTT4 (2) 2x6 O.C. O.C. 3 5 ALTERNATE SECTION B-B STUD PANEL PANEL EDGE EDGE PLATE 16 �N 3/4"=1'-0" 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED IN SPACING SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS. SOLID 2X BLOCKING OR FRAMING MEMBER SHALL BE AT ALL PANEL EDGES. 2. FOLLOW SHEATHING ORIENTATION DIAGRAM. SHEAR WALL NOTES 1 SIMPSON MAS MUDSILL ANCHOR AT 16" OC MAY BE USED IN PLACE OF ANCHOR BOLTS 2 1 /2" 0 EXPANSION BOLTS W17" MIN EMBED AT 18" OC MAY BE USED IN PLACE OF ANCHOR BOLTS 3 BLOCK ALL SHEAR WALL SHEATHING JOINTS 4 NAILING PATTERNS BASE ON P-NAIL CRITERIA 5 CONFIRM DIAMETER OF HOLD DOWN ANCHOR BOLTS W/ STRAP MFR -a- i I 3Y,3� 0 a = 4'-0" PANEL EDGES PANEL FIELD 1 8d NAILS @ 4" OC 8d NAILS @ 8" OC (D 8d NAILS @ 4" OC 8d NAILS @ 6" OC (3 8d NAILS @ 4" OC 8d NAILS @ 4" OC NOTE: USE 10d RING SHANK NAILS IN ZONE 3 IF MEAN ROOF HGT. IS GREATER THAN 25' Roof Fastening Zone Plan 1/1 6"= V-0" Typ. Over-Frarnin, Typ. Anchorage EXI Shear Wall 'IT" J SW-3 @ Exterior Wall (SW-1) N.T.S. 1 1 /2"= V-0" 0 ROOF DESIGN CRITERIA SHEET NOTES ROOF SLOPE = 270<RS<450 A REFER TO SHEET S17.40 FOR GENERAL FRAMING L = 88.6 FT NOTES B = 76.6 FT EAVE = 10.0 FT B STRAP MANUFACTURER SHALL BE SIMPSON OR MEDIAN ROOF HGT = 19.9 FT APPROVED EQUAL. STRUCTURAL ENGINEER SHALL END ZONE STRIP = 4.0 FT VERIFY ADEQUACY OF ANY DETAIL NOT SHOWN HERE. ROOF ZONE WIND PRESSURE - C+C ® KEY NOTES ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+l-) 01 HOLD-DOWN (SEE SHEAR WALL SCHEDULE) 10 1.0 32.3 -35.3 20 1.0 31.4 -33.5 02 ADD STUD FOR BLOCKING AFTER HOLD-DOWN BOLT ZONE 1 50 1.0 30.2 -31.1 IS INSTALLED 100 1.0 29.3 -29.3 >100 1.0 29.3 -29.3 03 DRYWALL CONTINUOUS @ SHEAR WALL 10 1.0 32.3 -41.2 INTERSECTION WHEN APPLICABLE 20 1.0 31.4 -39.4 ZONE 2 50 1.0 30.2 -37.1 04 ROOF TRUSS OVER -FRAMING 100 1.0 29.3 -35.3 >100 1.0 29.3 -35.3 05 SIMPSON MTS12 OR APPROVED EQUAL 10 1.0 32.4 -..4 06 2x4 KICKER @ 4'-0" OC ATTACHED TO FIRST FIVE 20 1.0 31.4 -3939 TRUSSES ZONE 3 50 1.0 30.2 -37.1 1 100 1.0 29.3 -35.3 00 1.0 29.3 -35.3 07 2x4 BLOCKING BETWEEN TRUSSES @ KICKER 08 TOENAIL TRUSS BOTTOM CHORD TO TOP PLATE OF ROOF OVERHANG WIND PRESSURE - C+C WALL W/ 16D NAILS @ 12" OC, SIMPSON LSTA24 (NAILS NOT SHOWN) ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) 10 1.0 -59.8 09 SIMPSON LSTA24 @ 16" OC TYP. @ GABLE ENDS 20 ZONE 2 50 1.0 1.0 -58.0 -55.6 10 ADD'L 2x4 BOTTOM BRACING @ 6" OC WI (4)10d NAILS 100 1.0 -53.8 @ EACH SUPPORT IF NOT GWB CEILING ATTACHED >100 1.0 -53.8 TO TRUSSES, TYP 10 1.0 -59.8 11 8d NAILS @ 4" OC 20 1.0 -58.0 ZONE 3 50 1.0 -55.6 12 (4)16d NAILS @ EACH END AND WHERE OVERLAP 100 1.0 -53.8 >100 1.0 -53.8 13 VERTICAL'L' BRACING WALL OPENING PRESSURE - C+C 14 TYP. GABLE TRUSS WEB ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) 15 NAILING EDGES @ 2x BLOCKING 10 1.0 35.3 -38.2 16 NAILING EDGES @ DOUBLE TOP PLATE 20 1.0 33.7 -36.7 ZONE 4 50 1.0 31.6 -34.6 17 NAILING EDGES @ STUDS 100 1.0 30.0 -33.0 >100 1.0 30.0 -33.0 18 NAILING EDGES @ SILL PLATE 10 1.0 35.3 -47.2 20 1.0 33.7 44.0 19 EXT SHEAR WALL SHEATHING FIELD NAIL SPACING: ZONE 5 50 1.0 31.6 -39.8 12" OC FOR OSB AND PLYWOOD, SAME AS EDGE FOR 100 1.0 30.0 -36.7 GWB >100 1.0 30.0 -29.3 *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE BEAM / HEADER ANCHORAGE PRESSURES ASSOCIATED WITH SMALLER AREA HEADER SIZE HEADER TO SUPPORT STUDS UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) STRAPPING SCHEDULE 4A" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) > 8'-1" (2) SIMPSON MSTI27 ((1) ON EACH SIDE) UPLIFT REQ CONNECTOR MODEL NO. MAX LOAD BEAM / HEADER LEGEND 0-720 LBS (1) LTS12 720 LBS 720-1000 LBS (1) MTS12 1000 LBS TAG SIZE DESCRIPTION 1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS H-1 (3) 2x12 #2 SYP WI (2) 7/16" FLITCH PLATES 1455-2000 LBS (2) MTS12 2000 LBS H-2 (3) 2x10 #2 SYP W/ (2) 7/16" FLITCH PLATES 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS H-3 (2) 2x12 #2 SYP W/ 7/16" FLITCH PLATE SINGLE -PLY GIRDER (1) HTS20 1450 LBS B-1 5-1/4"xl1-7/8" LVL - 3 PLY x 11-7/8" DOUBLE -PLY GIRDER (2) HTS20 2900 LBS B-2 3-1/2"x14" LVL - 2 PLY x 14" TRIPLE -PLY GIRDER (1) HGT-3 + (2) HTT22 10580 LBS SHEAR WALLS (1) HTT5 W/ (26)16d x 21/2" 5090 LBS ®BEAM / HEADER SUPPORT SCHEDULE JACK STUDS KING STUDS DESIGN CRITERIA PER CODE (MINIMUM) HEADER SIZE PER SIDE PER SIDE REMARKS UP TO 4'-1 1 LINO BASIC WIND VELOCITY = 110 MPH 4'-1" TO 8'-0" 2 2 LINO IMPORTANCE FACTOR = 1.0 > 8'-1" 3 3 LINO EXPOSURE CATEGORY = B **MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP INTERNAL PRESSURE COEFFICIENT = +0.18 LEVEL TO FOUNDATION DESIGN CRITERIA FOR PROJECT BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = ±0.18 ROOF TRUSS LOADING TCLL = 20 TCDL = 15 BCLL- BCDL = 10 TOTAL = 45 USI = --- SPACING = 24" OC Al IUh wren =111=111 �1=111=/ ENGINEERING U1=U1 °�'� GROUP nl= �rl FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com �►I II I I/off FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Shear Wall Sheathing Layout &Nailing Patterns Typ. Conditions Shown N.T.S. SW-1 514 S17.41 M SHEET NOTES r I A) U U) 0 M In 0 0 0 N P C O N O F"7 'e C C C C i c c c a Top Plate ( Non Brg. / Non Rated "^TT^" 1 TRUSS Int. Wall Framing Detail 1 1 /2"=1'-0" 3/4"=11-011 I 11 VII\VLI, I iVLV Vvrr!\ 1 11 . VII\V LI\ 1 wLV 'J VVI! Stud NOTE: ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT T� � I �a I � ®�i � Wall I I Hold l � Down n SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. SEE SHEAR WALL I SCHEDULE. 16 IV, E Framing Detail 3/4"=1'-011 I i I II �i I L 08 02 06 01 TYP. STUD/TRUSS HOLD DOWN TYP. GIRDER HOLD DOWN J 10'-0" OR 13'-91/2" REFER TO PLANS Beam Detail � w-s Rear Porches 17 _ PER PLAN DCD DI AM 0 Column Framh 3/4"=1'-0" STRAP COLUMN TO WALL TOP DOUBLE PLATE MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET S17.40 FOR GENERAL STRUCTURAL NOTES. B REFER TO SHEET S17.04 FOR CONSTRUCTION ASSEMBLIES. C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALKS OR SLABS. ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 FOUNDATION: SEE FOUNDATION PLANS & DETAILS 02 SILL PLATE 03 WALL STUDS @ 16" O.C., TYP. 04 PROVIDE DOUBLE STUDS UNDER ALL GIRDER TRUSSES AND @ GABLE END TRUSSES 05 SEE HEADER & BEAM STUD SCHEDULE, NAIL STUDS TOGETHER W/ 16d NAILS @ EACH PLY @ 12" O.C. 06 1/2" DIA. A.B. @ 7" MIN. EMBEDMENT TYP. 07 5/8" DIA. A.B. @ DOUBLE STUD LOCATIONS 08 (1) SIMPSON SP-1 OR (1) H3 @ EVERY STUD 09 SIMPSON HD5A @ STUDS AND POSTS 10 (3) SIMPSON SPH-4 OR SPH 6 AT EXTERIOR WALLS 11 HEADER PER PLAN 12 SHIM GAP W/ PLYWOOD OR STUDS 13 SEE BEAM & HEADER ANCHORAGE SCHEDULE FOR STRAP SIZE 14 DOUBLE TOP PLATE 15 (2) SIMPSON H2.5 OR SP2. 16 ROOF TRUSSES @ 24" O.C., TYP. 17 SIMPSON LSTA24 @ GABLE TRUSS, @ 16" O.C. TYP., NAIL TO TRUSS AND DOUBLE STUDS BELOW 18 SIMPSON HTS20 OR HGT3/HTT22 COMBINATION @ GIRDER TRUSS AS PER STRAPPING SCHEDULE, NAIL TO TRUSS AND DOUBLE STUDS BELOW 19 (1) SIMPSON MTS-12 & (1) H-5, EACH TRUSS 20 (2) SIMPSON HTS-20 FOR UPLIFT LOADS LESS THAN 2,9000 LBS, 21 SIMPSON H5 @ 3 CORNERS 22 SIMPSON HTT16 @ BEAM ENDS, TYP. 23 STUDS UNDER BEAM ENDS AS REQUIRED 24 BEAM AS PER SCHEDULE 25 (2) 2X6 BLOCKING TO FORM DRIP EDGE 26 DRAFTSTOPPING: PROVIDE 7/16" O.S.B. W/ VERTICAL SUPPORTS @ 24" O.C. AS REQ 27 R-13 UNFACED BATT INSULATION 28 SIMPSON STCT CLIP AS REQUIRED 29 SIMPSON HETA16 @ BASE, HTS20 @ TOP TO TRUSS 30 SIMPSON HTS20 �AAAAI, McLik!en NEERING �Il�il�l � GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com S FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: i ! 08/18/10 Bid & Permit Set i EDITED BY: JT PROJECT NO. Clubhouse Framing Details 10-2651 S17.42 1 /2"= 1 1-01# Typ. 1 1 /2"=1 1-O" Attic Ventilation Key Plan E BUILDING TYPE: CH ATTIC SPACE: A 0 BUILDING TYPE: CH ATTIC SPACE: B M BUILDING TYPE: CH ATTIC SPACE: C Clubhouse REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1876 SF Attic area (Including Soffit): 2854 SF Attic area (Including Soffit): 203 SF NFA reqd (Attic Area 1150): 12.51 SF NFA reqd (Attic Area / 150): 19 SF NFA reqd (Attic Area 1150): 1.35 SF `. Total reqd ventilation area in SI (Net Free Area X 144): 1801.44 SI Total reqd ventilation area in SI (Net Free Area X 144): 2736 SI Total reqd ventilation area in SI (Net Free Area X 144): 194 SI Upper portion reqd (Total Reqd Vent Area X 50%): 900.72 Si Upper portion reqd (Total Reqd Vent Area X 50%): 1368 SI Upper portion reqd (Total Reqd Vent Area X 50%): 97 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 900.72 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 1368 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 97 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 3) 6 Ft Tamco Off -Ridge Vents X 210 Sl/vent = 630 SI ( 6) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 1260 SI Total Provided: 906 SI Total Provided: 1398 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER Total soffit material to be used: 41 LF �4® MFR: Hardie Model: Perforated Cement Board MFR: Hardie Model: Perforated Cement Board NFA of soffit material per LF: 5 SI 1 LF Total amount of soft material to be used: 146 LF Total amount of soffit material to be used: 214 LF Total provided: 205 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI R Total NFA of soffit material used: 730 SI Total NFA of soffit material used: 1070 SI ADDITIONAL VENTILATION MFR: Master EAC Model: 16"x8" Rectangular Vent Number of vents to be used: NFA of additional soffit vents(ea): Total NFA of additional soffit vents used: Total provided: 00 it d O O r` Ca r Ca Co C) N 00 MP_ W y� O 47 ADDITIONAL VENTILATION MFR: Master EAC Model: 16"W' Rectangular Vent Number of vents to be used: NFA of additional soffit vents(ea): Total NFA of additional soffit vents used: Total provided: ® SHEET NOTES A REFER TO SHEET S17.40 FOR FRAMING GENERAL NOTES B REFER TO SHEET Al7.04 FOR CONSTRUCTION ASSEMBLIES C ALL ROOF SLOPES ARE 7:12 UNO ® KEY NOTES 01 3 1/2X7" PSL POST 02 16" TYP. OVERHANG, AND 31/2" OVERHANG @ GABLE ENDS. TRUSS MANUFACTURER TO VERIFY CORRECT HEEL HEIGHT WHERE DISSIMILAR ROOF PITCHES OCCUR TO MAINTAIN CONTINUOUS FASCIA HEIGHT AND SOFFIT WIDTH (UNO) 03 PRE -FABRICATED WOOD TRUSSES @ 24" OC 04 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT SAVE OVERHANG WITH INSECT SCREEN 05 2X8 ALUM CLAD FASCIA W/ ALUM DRIP EDGE 06 SEAMLESS ALUMINUM GUTTER W/ DOWNSPOUT AS SPECIFIED, AS INDICATED ON PLAN 07 22" X 36" ATTIC ACCESS DOOR 08 24" X 36" SELF -CLOSING DRAFSTOP ACCESS DOOR 09 ROOF AS PER SPECS 10 DRAFTSTOPPING AT LOCATIONS SHOWN DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS. LEGEND WALLS BELOW INT. LOAD BRG. WALLS SW-1— * SHEAR WALLS, HOLD DOWNS = * HEADER OR BEAM - - PREFAB. WOOD TRUSS ><' i ATTIC ACCESS DOOR -,II=111 •Uwren 11=111= �/,/ ENGINEERING rl1=1,1'�'` GROUP 0.4s FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com —0 0•,. �n FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, f132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE ICHMAN _�,R up OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT U z PROJECT NO. 10-2651 Clubhouse Roof Framing Plan z Q M U d w f . R.Ii,filecll `rFC 14 I 11 F 1 171 ljik4Tl-I Hi I 11 - - - r -i_ 1 - t uI J i, i 1TTffljrllri�_--T,TLT ;� -7I 1 u _1-r - - -T�- S17.43 00 u N to U a co Lq N N Ln cu O 0 N r` O C O 0 00' a" SHEET NOTES A REFER TO SHEET A17.03 FOR GENERAL NOTES B REFER TO SHEET Al7.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A17.91 FOR DOOR & WINDOW SCHEDULES & DETAILS D ALL EXTERIOR WALLS TO BE W-1, UNO E ALL INTERIOR WALLS TO BE W-4, UNO ® KEY NOTES 01 KEY LOCK BOX FOR FIRE ALARM SYSTEM 02 RENT DROP BOX, VERTICALLY INSTALLED. G.C. TO COORDINATE INSTALLATION BELOW INTERIOR SWITCH LOCATIONS 03 (2) P.L. SHELF W/ KEYBOARD @ 48" A.F.F. VERIFY SIZE Wl OWNER 04 FOLDING TABLE @ 34" HGT. TO TOP OF SURFACE 05 BOOKCASE, REFER TO INTERIOR DESIGN DRAWINGS 06 MIRROR: SEE I.D. DRAWINGS. PROVIDE BEVELED EDGE TRIM AT SEAMS 07 STACK DRYERS 08 TOP LOAD WASHERS 09 FRONT LOAD WASHER 10 PROVIDE PIPE SLEEVE(S) FOR CABLE/WIRING AS REQUIRED. CONTRACTOR TO COORDINATE 11 TILE 3'-0" HIGH AT MOP SINK 12 LARGE COMMERCIAL DRYER 13 LARGE COMMERCIAL WASHER 14 HI/LOW WATER COOLER. SEE DETAIL 8/A17.54 15 2x6 STUDS @ 16" O.C. 16 FIRE RISER LOCATION; PROVIDE WEATHERPROOF ACCESS PANEL PROPERLY FLASHED AND SEALED 17 CHANGE IN FLOORING MATERIAL 18 CONDENSER & PAD, REFER TO MEP 19 1/2" PLYWOOD PAINTED TO MATCH WALLS. INSTALL HORIZONTALLY ON ALL 3 INTERIOR WALLS @ 30" AFF TO BOTTOM. 20 12" DEEP VINYL COATED WIRE SHELF. G.C. TO COORDINATE SHELF HIGH W/ LOCATION OF EQUIPMENT 21 (2)16" DEEP VINYL COATED WIRE SHELVES SPACED @ 1'-0" ® LEGEND DESIGNATES 1 HR. FIRE RATING _ FOR ADJACENT WALL ALA INDICATES SPECIFIC WALL TYPE. REFER TO SHEET Al7.04 FOR WALL ASSEMBLIES FF-E] FIRE EXTINGUISHER 1-HR. CEILING TYPE W/ (2) LAYERS i 5/8" FIRE -RATED GYPSUM BOARD INT. LOAD BRG. WALLS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN . I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 i fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL 0 0 ti SET DISTRIBUTIONS: I EDITED BY: JT I PROJECT NO. 10-2651 Clubhouse Floor Plan —'A —TFF—�' —FT'i ---- [;7i--r.- a 1 /4„=1,_011 A 17.51 ® SHEET NOTES A REFER TO SHEET A17.03 FOR GENERAL NOTES FORUME 00 d 0 0 0 N co co C O 0 �8� C C C 0 O B REFER TO SHEET A17.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A17.91 FOR DOOR & WINDOW SCHEDULES & DETAILS D ALL EXTERIOR WALLS TO BE W-1, UNO E ALL INTERIOR WALLS TO BE W-4, UNO ® KEY NOTES 01 KEY LOCK BOX FOR FIRE ALARM SYSTEM 02 RENT DROP BOX, VERTICALLY INSTALLED. G.C. TO COORDINATE INSTALLATION BELOW INTERIOR SWITCH LOCATIONS 03 (2) P.L. SHELF W/ KEYBOARD @ 48" A.F.F. VERIFY SIZE W/ OWNER 04 FOLDING TABLE @ 34" HGT. TO TOP OF SURFACE 05 BOOKCASE, REFER TO INTERIOR DESIGN DRAWINGS 06 MIRROR: SEE I.D. DRAWINGS. PROVIDE BEVELED EDGE TRIM AT SEAMS 07 STACK DRYERS 08 TOP LOAD WASHERS 09 FRONT LOAD WASHER 10 PROVIDE PIPE SLEEVE(S) FOR CABLEMIRING AS 18 REQUIRED. CONTRACTOR TO COORDINATE 11 TILE 3'-0" HIGH AT MOP SINK 12 LARGE COMMERCIAL DRYER 13 LARGE COMMERCIAL WASHER 14 HI/LOW WATER COOLER. SEE DETAIL 8/A17.54 15 2x6 STUDS @ 16" O.C. 16 FIRE RISER LOCATION; PROVIDE WEATHERPROOF ACCESS PANEL PROPERLY FLASHED AND SEALED 17 CHANGE IN FLOORING MATERIAL 18 CONDENSER & PAD, REFER TO MEP 19 1/2" PLYWOOD PAINTED TO MATCH WALLS. INSTALL HORIZONTALLY ON ALL 3 INTERIOR WALLS @ 30" AFF TO BOTTOM. 20 12" DEEP VINYL COATED WIRE SHELF. G.C. TO COORDINATE SHELF HIGH W/ LOCATION OF EQUIPMENT 21 (2)16" DEEP VINYL COATED WIRE SHELVES SPACED @ 1'-0" ® LEGEND _ DESIGNATES 1 HR. FIRE RATING FOR ADJACENT WALL INDICATES SPECIFIC WALL TYPE. ALL REFER TO SHEET Al7.04 FOR WALL ASSEMBLIES FF-E] FIRE EXTINGUISHER 1-HR, CEILING TYPE W/ (2) LAYERS 5/8" FIRE -RATED GYPSUM BOARD INT. LOAD BRG. WALLS ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y �� N m mo U)c:' w(if �a Q S T DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Clubhouse Note Plan Clubhouse Note Plan 1 /4"=1'-0" Al 7.52 oL 7°-6" TYP. 8'-0" TYP. 7'-6" TYP SPRING PT. TOP OF ARCH SPRING PT. — — — 7'-6" TYP. ARCH ® ARCH ❑ SPRING PT. i I 8'-0" TYP. 64' TYP. 1 I TOP OF ARCH TOP OF ARCH L) VENDING I 10,41 I a 00 v I I cc v U) 0 0 N CD a� 0 121 1�7 CABLE OIL 10'-0" MANAGER'S OFFICE e N 0'-0" 11-F BUSINESS CENTER 10'-0" LEASING OFFICE 1 II 12-0" TYP. P OF ARCH ARCH ! ! I PORCH F- OIL 13'-91/21 U_ 11'-0" TYP. SPRING PT. ARCH 12'-61 /2" TYP. KITCHENETTE 1 15`_6111 ! 5'-6" 1 41'-6" 101-0"OIL C? I I ! I ! I 80 81-911 i I ! ME IJAN CLUB ROOM I I I I f I I I N 13'-91 /2" P ! I i I I ! 10'-0" T I @ I ! 13'-1 1/4" �------ 1I 10'-0" I I !! I I I I I I I ! I ! I I I C? 8'-9" co 2'-6' ! 4`-Of I ! 4�0" I I 4'-0'�` -� 2,_ 1I �j � CONFERENCE 10 VL— — — — — — — - — - — — I1'-6" i — 1'-6" [--,!101-011 Ak 10'-0" FITNESS XEX N 0 0 MEN'S RESTROOM 101-011 0 n WOMEN'S RESTROOM 101-011 EXAM FOYER PORCH jJ 10'- ' I " HALL I 10'-0"OIL 10'-0° 10'-0" I ot 7'-6" TYP. FLAT ❑ BOT. OF SOFFIT ACTIVITY ROOM OIL 10'-0" 13'-91 /2" ARCH 11'-7" TYP. SPRING POINT 23'-10" ! 12'-9" TYP. `t I TOP OF ARCH I i I I ARCH HEI 12'4" TYP. 1 V-7" TYP. TOP OF ARCH SPRIG POINT ® SHEET NOTES A CONTRACTOR RESPONSIBLE FOR COORDINATION OF HVAC SYSTEM WITH LIGHT FIXTURES/CEILING FIXTURES ® LEGEND ® RECESSED CAN -(- PENDANT LIGHT ATTIC ACCESS DOOR .j 1x4 FLUORESCENT FIXTURE 2x2 CLOUD FIXTURE 2x4 FLUORESCENT FIXTURE PADDLE FAN FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL N m �2 Cd p CD w� SET DISTRIBUTIONS: U Clubhouse Reflected Ceiling Plan z Q U a 114"=1'-0" Al 7.53 ® SHEET NOTES N co 11 a� U co a co N LO M 0 T 0 N ti 0 0 z Q U H/C Sink Section 1"=1'-011 Men's Restroom Elevations 1911 MAX. z CD M N Water Cooler Must Meet all Accessibility Req. 1 IL.L1-1% 1 II141Vl II-L.J 1-IMi �Kichenette Elevations EO E0 w O rb 6" MAX. 1 /2"=1'-011 IN 3/8"=1'-011 3/8"=1'-0" �Adif,rr>•� 17" MIN. h"I MR Lavatory Diagrams Clear Floor Space & Clearances (D FILLER - L-- END PANEL) \-- FILLER Restroom Accessibility Plan 1211 42'1 cg M i` r 18" Watercloset Details Grab Bars @ Watercloset E 7 7 3/8"=1'-011 3/8"=1'-011 A REFER TO SHEET A17.03 FOR GENERAL NOTES B ALL COLORS TO BE SELECTED BY OWNER C ALL FIXTURES & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE BLOCKING AS NEEDED FOR ACCESSORY MOUNTING 0 KEY NOTES 01 REQUIRED 60" DIA. TURNING SPACE 02 REQUIRED 30"x48" CLEAR FLOOR SPACE 03 REQUIRED 60"x59" CLEAR FLOOR SPACE 04 WALL MOUNTED H/C LAVATORY. INSULATE ALL HOT WATER AND TRAP PIPES. LAVATORY SHALL BE FREE OF SHARP OBSTRUCTIONS 05 COUNTERTOP LAVATORY 06 FLOOR MOUNTED H/C WATER CLOSET. SEAT @ 17" TO 19" A.F.F. 07 WALL MOUNTED URINAL 08 42" GRAB BAR 09 36" GRAB BAR 10 TOILET PAPER DISPENSER 11 SANITARY NAPKIN DISPOSAL UNIT 12 RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE 13 WALL MOUNTED DIAPER CHANGING STATION 14 WALL TILE 15 BULLNOSE TILE 16 P.L. COUNTERTOP 17 4" P.L. BACKSPLASH 18 P.L. SKIRT 19 SOAP DISPENSER 20 MIRROR. PROVIDE TILE BEHIND MIRROR. PROVIDE TILT MIRROR AT HANDICAP STALLS ONLY. 21 PIPE PROTECTION @ KNEE SPACE 22 DOUBLE BOWL SINK 23 4" GRANITE BACKSPLASH @ 36" HIGH COUNTERTOP. 6" GRANITE BACKSPLASH @ 34" COUNTERTOP 24 DISHWASHER 25 SIDE -BY -SIDE REFRIGERATOR 26 MICROWAVE OVEN IN BREAD BOX CABINET. G.C. TO VERIFY CABINET AND APPLIANCE SIZES PRIOR TO INSTALLATION. 27 3/4" FINISHED END PANELS 28 HI/LOW WATER COOLER 29 FLOOR MOUNTED STANDARD WATER CLOSET 30 BASE CABINET 31 UPPER CABINET 32 FLOOR DRAIN, REFER TO MEP. 33 COVE BASE 34 LIGHT ABOVE MIRROR 35 REQUIRED 54"x48" CLEAR FLOOR SPACE 36 GRANITE COUNTERTOP AND BARTOP: PROVIDE FULL BULLNOSE EDGE PROFILE FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y g N cc Z2 m O 0 WOf Q¢ SET DISTRIBUTIONS: EDITED BY: JT U z PROJECT NO. 10-2651 z 0 Clubhouse Details 0 it W z 06 W U W I U Q A 17.54 0 LL 1l -i- -.Fri ILI i -I - _ y-AL 1. J u ® CLUBHOUSE FINISH SCHEDULE SHEET NOTES mm■ 30" Laundry Counter Support Plan 3/8"=1'-0" 48" 18" ii 48" it 18" �I 48" G 0 -'* * Clubroom Elevations - Ceiling Section 09 0 08 6" CLEARANCE Counter Section Laundry Counter Support Section 3/8"=1'-0" 30„ V 12 12 30" FILLER FILLER 15" 24" 15" op co co 0 N 15" 24" 15" \\-FILLER FILLER Fover Elevation 48" 18" FILLER 30" 3/8"=1 '-0" Business Center Elevations FILLER 12 M FLOOR BASE WALL CEILING w Z z c a w w z C/) � Cn � U- Z 00U U_ p_U�'p0 U J W Z w Z Y 0 0 w 0 V U UJ U Z 0 J Q 0 LU J Z UJ Q m m —1 m m M 0 Uri —> Zia: 0i—E0GD AREA NAME 1 2 3 1 2 3 4 1 2 3 112 3 COMMENTS PORCH 1 1 4 1 1 3 FOYER 2 1 2 12 CONFERENCE ROOM 2 1 2 2 ENTRY 1 4 1 3 PORCH 1 4 1 3 LEASING OFFICE 3 1 2 3 LEASING OFFICE ENTRY 2 2 2 3 MANAGERS OFFICE 3 1 2 3 FITNESS ROOM 3 1 2 3 LAUNDRY 2 3 2 2 CABLE ROOM 1 4 2 2 CLUBROOM 2 1 1 2 3 KITCHENETTE 2 1 1 1 2 3 EXAM ROOM 2 1 2 3 ACTIVITY ROOM 3 1 2 3 WOMENS RESTROOM 2 2* 2 3 3 MENS RESTROOM 2 2* 2 3 3 VERDANA 1 4 1 3 BUSINESS CENTER 3 1 2 3 JANITOR/ MECH. 2 2* 2 2 HALL 2 1 2 2 * INTEGRAL COVE BASE TILE ALL INTERIOR FINISHES TO BE VERIFIED WITH INTERIOR DESIGNER Bar Section FILLER A REFER TO SHEET A17.03 FOR GENERAL NOTES B ALL COLORS TO BE SELECTED BY INTERIOR DESIGN C ALL FIXTURES & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE BLOCKING AS NEEDED FOR ACCESSORY MOUNTING ® KEY NOTES 01 P.L. COUNTERTOP 02 4" P.L. BACKSPLASH 03 SINGLE BOWL SINK 04 2x FRAMING 05 3/4" QUARTER ROUND WOOD TRIM, PAINTED 06 5/8" GYPSUM WALL BOARD 07 1/2" GYPSUM WALL BOARD 08 LOCKABLE COMPUTER TOWER CABINET WITH OPEN BACK FOR VENTILATION. WHERE FINISHED END PANELS AT COMPUTER TOWER BASE CABINETS ARE USED, FINISHED ENDS SHALL COVER THE SIDE OF CABINET AND OPENING BEHIND CABINET 09 3" 0 GROMMET FOR CABLES DIRECTLY BEHIND CABINETS 10 ALL UPPER CABINETS IN BUSINESS CENTER AND ACTIVITY ROOM TO HAVE LOCKS 11 ELECTRICAL BOX FOR OUTLET (HORIZONTAL) 12 CROWN MOLDING. SEE INTERIOR DESIGN DRAWINGS FOR DETAILS 13 2x4, NAILED INTO WALL STUDS 14 P.L. SKIRT TO MATCH COUNTERTOP 15 FINISHED PANEL, ATTACH TO 2x4 SUPPORTS 16 FINISHED END PLATE Isar End Plan Activitv Room Elevation FILLER O M FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL g N in N LL] p C O W � Q ( Q Al T55 3/8"=1'-051 �°� 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" SHEET NOTES a� cc U U) Q co l'7 C7 O O O N 00 r 00 C O O O A _ oL 23'-10' TRUSS BRG. i L 13'-9 1 /2" TRUSS BRG. _1116 10'-0" TRUSS BRG. �m 1 /4"=1'-0" 23'-10" TRUSS BRG. 13'-9 1 /2" Y' TRUSS BRG. 10'-0" TRUSS BRG. c4x4 )1 x6 c4x4 0'-0" IF c4 )1x6 1 /4"=1'-0" MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A17.03 FOR GENERAL NOTES B ALL COLORS TO BE SELECTED BY OWNER C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 FIBER CEMENT HORIZONTAL LAP SIDING OR SHAKER SIDING AS PER ELEVATION: 6" EXPOSURE., REFER TO SHEET A17.04 FOR ASSEMBLY 02 ROOF SYSTEM, REFER TO SHEET A17.04 FOR ASSEMBLY 03 CONT 2x8 ALUM CLAD FASCIA BOARD WITH ALUM DRIP EDGE 04 CONT PERFORATED FIBER CEMENT SOFFIT WITH INSECT SCREEN 05 ALUM GUTTERS & DOWN SPOUTS AS NEEDED 06 WINDOWS PER SCHEDULE, 6" WIDE FIBER CEMENT TRIM BAND TYP AT ALL (UNO) 07 DOORS PER SCHEDULE, 6" WIDE FIBER CEMENT TRIM BAND TYP AT ALL (UNO) 08 ONE—PIECE CORNER TRIM: WIDTH AS INDICATED 09 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 10 FIBER CEMENT PANEL 11 EXTERIOR LIGHTING, REFER TO ELECTRICAL PLANS FOR FIXTURE AND MOUNTING HEIGHT 12 TOWER WINDOWS PER SCHEDULE, 4" WIDE FIBER CEMENT TRIM BAND 13 URETHANE OR CELLULAR PVC GABLE PEDIMENT ATTACHED TO UNDERSIDE OF FASCIA PER MANUFACTURER 14 FIRE RISER LOCATION. SEE PLANS FOR DETAILS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 S fax: 407.830.4143 AA0002731 i www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y N m m O Cn O W � Q kT DISTRIBUTIONS: EDITED BY: JT U z PROJECT NO. 10-2651 z N 0 Clubhouse Elevations 2 w z_ w U w F U 0 A17.61 UL 9 ..11 1, 1 .I liie,iJ .WZY.II`I. 75 fu{I I �;.I1 �T�T Ali. a��i L-1K, I� 00 11 cu U 00 M Ln �a 0 0 N co 00 C O N O ,7 (2) 1 (2) 1 1 )1x4 1x4x4 1 x4 (2)1 x6 1 1 (2) (2)1 x4 ;F&I (2) uiuonouse LeTT elevation 1 /4"=1'-0" x4x4 ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A17.03 FOR GENERAL NOTES B ALL COLORS TO BE SELECTED BY OWNER C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE 0 KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 FIBER CEMENT HORIZONTAL LAP SIDING OR SHAKER SIDING AS PER ELEVATION: 6" EXPOSURE., REFER TO SHEET A17.04 FOR ASSEMBLY 02 ROOF SYSTEM, REFER TO SHEET A17.04 FOR ASSEMBLY 03 CONT 2x8 ALUM CLAD FASCIA BOARD WITH ALUM DRIP EDGE 04 CONT PERFORATED FIBER CEMENT SOFFIT WITH INSECT SCREEN 05 ALUM GUTTERS & DOWN SPOUTS AS NEEDED 06 WINDOWS PER SCHEDULE, 6" WIDE FIBER CEMENT TRIM BAND TYP AT ALL (UNO) 07 DOORS PER SCHEDULE, 6" WIDE FIBER CEMENT TRIM BAND TYP AT ALL (UNO) 08 ONE-PIECE CORNER TRIM: WIDTH AS INDICATED 09 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 10 FIBER CEMENT PANEL 11 EXTERIOR LIGHTING, REFER TO ELECTRICAL PLANS FOR FIXTURE AND MOUNTING HEIGHT 12 TOWER WINDOWS PER SCHEDULE, 4" WIDE FIBER CEMENT TRIM BAND 13 URETHANE OR CELLULAR PVC GABLE PEDIMENT ATTACHED TO UNDERSIDE OF FASCIA PER MANUFACTURER 14 FIRE RISER LOCATION. SEE PLANS FOR DETAILS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL N m �2 m O N O W d' Q Q SHEET REVISIONS: EDITED BY: JT PROJECT NO. 10-2651 Clubhouse Elevations Al 7.62 Tower Elevation Clubhouse Right Elevation 1 /4"=1'-0" CN Ta U v7 a N r M to CU 0 N 00 P_ 00 C 0 0 ., XA/aII Rartinn Wall Section ( OIL 10'-0" TRUSS BRG. OL 0.-0" OL 13'-91/2" TRUSS BRG. 1 /2"=1 '-0" Soffit D Tower &Entry Section Aih 23'-10" TRUSS BRG. 1 /2"=1'-0" Section Detail @ Laundry 1/2" SET BACK FACE OF STUD TO EDGE OF SLAB . Ext. Wall to Slab Gable End Detail 1 1 /2"=1'-0" 6"=1'-0" 1 "= 1'-011 ■ SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A17.03 FOR GENERAL NOTES B REFER TO SHEET Al7.04 FOR ASSEMBLIES C ALL COLORS TO BE SELECTED BY OWNER D REFER TO CLUBHOUSE NOTE PLAN FOR SECTION LOCATIONS ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONCRETE FOUNDATION & SLAB. REFER TO FOUNDATION PLAN FOR DETAILS 02 2x6 P.T. BOTTOM PLATE 03 TERMITE SHIELD: CONT. GALV. METAL, TYP 04 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE WD., PAINT COLOR PER OWNER 05 DOOR PER SCHEDULE 06 WINDOW PER SCHEDULE 07 FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATIONS 08 METAL FLASHING 09 BEAM / HEADER PER FRAMING SCHEDULE 10 PRE-ENGINEERED ROOF TRUSS. SEE ROOF PLAN FOR PITCH. WHERE DISSIMILAR PITCHES OCCUR TRUSS MFR. TO VERIFY CORRECT HEEL HEIGHT TO MAINTAIN CONTINUOUS FASCIA HEIGHT 11 PRE-ENGINEERED GALBLE TRUSS. PROVIDE STUDS WITHIN TRUSS @ 16" O.C. FOR SHEATHING. BRACE PER FRAMING DETAILS 12 DOUBLE TOP PLATE 13 2x8 ALUM. CLAD FASCIA W/ ALUM. DRIP EDGE 14 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT W/ INSECT SCREEN 15 NON -PERFORATED FIBER CEMENT SOFFIT 16 ALUMINUM GUTTERS & DOWN SPOUTS 17 2x BLOCKING 18 (2) 2X4 W/ 1/2" FILLER 19 2X6 STUDS 20 1/2" GYPSUM BOARD 21 ALUMINUM LOUVER W/ INSECT SCREEN. REFER TO ATTIC VENTILATION CALCULATIONS 22 SEE STRAPPING SCHEDULE 23 A23 @ 24" O.C. 24 2 SIMPSON H5'S AND 1-H10 TRUSS TO PLATE SIMPSON SP2 PLATE TO EACH STUD 25 CONTINUOUS SILL SEALER 26 SEALANT. PROVIDE CONT. BEAD OF SEALANT 27 SELF ADHERING MEMBRANE 28 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 29 BUILDING WRAP 30 ATTACH HEADER BEAM JACK STUDS TO FRAMED COLUMN W/2-C220S TYPICAL 4 SIDES FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL 0 0 0 N 0 0 Y U � N ►.- m N ma a W o- V" Co SET DISTRIBUTIONS: EDITED BY: AD, JT U z PROJECT NO. 10-2651 z Clubhouse W Sections & Details z W U al h I U I Al 7071 0 LL 9 � T14 I i 1A r —1 l — — — -- — — — — — — — �—r - n � r—ri , , N n T m U Cn a N O cc O O N co 00 G O N O fel DOOR SCHEDULE (D DOOR FRAME SIZE MARK DESC. TYPE W H TH AREA MATL. MATL. REMARKS 1 EXT. B (2) T-0" 8'-0" 1 3/4" 48 S.F GL./MTL. MTL. SOLID CORE 2 EXT. A 3'-0" 6'-8" 1 3/4" 20 S.F GL./MTL. MTL. SOLID CORE 3 EXT. C 3'-0" 6'-8" 1 3/4" 20 ST MTL. MTL. SOLID CORE 4 INT. B (2) 2'-10" 6'-8" 1 3/4" GL./WD. WOOD PASSAGE HARDWARE ON EACH DOOR IN PAIR 5 INT. A 3'-0" 6'-8" 13/4" GL./WD. WOOD 6 INT. C 3'-0" 6'-8" 13/4" WOOD WOOD 7 INT. D 2'-6" 6'-8" 1314" 1 1 WOOD I WOOD NOTE: 1) ALL EXTERIOR GLAZING TO BE IMPACT GLASS. w Int. Door Jamb @ Non Rated Wall 6"=1'-0" Ext. Door Head - - - - - - 1 1 i 1 r: �,t ram:._. _ r_ I L ,- Imo. I - _ Exterior Door Jamb IIVO 1 r%LL r Gfl IVU`►IV V r. Exterior Door Threshold n Pavers ° q M Exterior Door Threshold 6"=1'-0„ mzm ® SHEET NOTES A REFER TO SHEET A17.03 FOR GENERAL NOTES B REFER TO SHEET A17.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS ® KEY NOTES 01 FIBER CEMENT SIDING OVER BUILDING WRAP 02 EXT. GRADE SHEATHING PER ASSEMBLIES 03 GYPSUM BOARD 04 SEALANT 05 SHIM AS NECESSARY,1/4" MAX 06 ALUMINUM THRESHOLD SET IN TWO CONT. BEADS OF SEALANT. ADA COMPLIANT (1/2" MAX HEIGHT & 2:1 BEVELS) 07 DOOR AS PER SCHEDULE 08 FRAME AS PER SCHEDULE 09 STUDS AS PER FRAMING SCHEDULE 10 HEADER AS PER FRAMING SCHEDULE 11 METAL FLASHING 12 CONT. CAULKING 13 WOOD TRIM 14 AUTOMATIC DOOR SWEEP 15 FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION DETAILS 16 BUILDING WRAP 17 SELF ADHERING MEMBRANE 18 FIBER CEMENT STARTER STRIP 19 NO SEALANT 20 CONC SLAB FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. Clubhouse _------------- Door Schedule & Details A17.91 10-2651 N If P �7 :D INTO @ CORNER) WINDOW SCHEDULE D DESC. SIZE AREA (S.F.) HD. HGT. A.F.F. REMARKS TYPE W H A SINGLE HUNG 1 3'-0" 6'-0" 18 8'-0" CLUBROOM HD HGT TO MATCH DOORS B SINGLE HUNG 2 (2) T-0" 6'-0" 36 8'-0" C SINGLE HUNG 3 (3) T-0" 6'-0" 54 8'-0" D SINGLE HUNG 1 3'-0" 4'-0" 12 8'-0" E SINGLE HUNG 1 2'-0" 5'-0" 10 20'-3 3/4" F SINGLE HUNG 1 2'-0" 6'-0" 12 8'-0" HD HGT TO MATCH DOORS, TEMPERED GLASS G FIXED 4 6'-0" 2'-6" 18 10'-11 1l2" TRANSOM, WIDTH TO MATCH OPENING BELOW H FIXED 4 9'-0" 2'-6" 36 10'-11 1l2" TRANSOM, WIDTH TO MATCH OPENING BELOW NOTE: 1) REFER TO SHEET S17.41 FOR ADDITIONAL DESIGN CRITERIA. 2) ALL EXTERIOR GLAZING TO BE IMPACT GLASS. 3) ALL WINDOWS SHALL BE ENERGY STAR RATED. 101 Window Head / Sill Detail !J @ "=1'-0" Transom 6 NOTE: AT MULTIPLE WINDOWS, HEAD FLASHING, SELF -ADHERING MEMBRANE, BUILDING WRAP, AND TRIM SHALL BE CONTINUOUS ACROSS ALL WINDOWS 0 Window Jamb Detail 6"=1'-0., SHEET NOTES A REFER TO SHEET A17.03 FOR GENERAL NOTES B REFER TO SHEETS Al7.04 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS ® KEY NOTES 01 FIBER CEMENT SIDING 02 EXT. GRADE SHEATHING 03 GYPSUM BOARD 04 SEALANT; PROVIDE BACKERROD AS NECESSARY 05 SHIM AS NECESSARY, 1/4" MAX 06 FIBER CEMENT TRIM BOARD: WIDTH PER ELEVATION DETAILS. TOTAL TRIM THICKNESS TO BE BUILT UP AS NECESSARY TO PROVIDE 1/4" MIN. BEYOND WINDOW FRAME FOR SEALANT BEAD 07 WINDOW AS PER SCHEDULE 08 SELF ADHERING MEMBRANE 09 NAILING FIN WITH ACRYLIC URETHANE SEALANT AT TOP AND SIDE FINS 10 STUDS AS PER FRAMING SCHEDULE 11 HEADER AS PER SCHEDULE 12 INTERIOR 2X WALL 13 WOOD SILL 14 METAL FLASHING 15 CONT. CAULKING 16 SCREEN 17 NO SEALANT 18 BUILDING WRAP 19 GYP. BD. RETURN 20 FIBER CEMENT STARTER STRIP 21 WOOD TRIM 22 1X WOOD TRIM 3 FORUME 0 N ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 cd fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y N m CN m O cnCD wO �a EDITED BY: JT PROJECT NO. 10-2651 Al 7.92 Sealant Window Head Corner MEM Window Sill Detail 6"=1'-0" LINT TRA Z-1 3" INLET 70 GPM F 25"Wx25 INV=-2.2e PLAN KEY NOTES: 2" VALVE IN YARD BOX. 1. CW & HW DOWN IN WALL TO FIXTURE(S). FOR CLUBHOUSE PLUMBING"' PLAN SCALE: 1 /4"-1'®0" 0 2' 4' 8' ENSF No. 607 STATE' F 2" DOMESTIC WATER REFER TO CIVIL PLANS FOR CONTINUATION. 4" SANITARY CONNECTION; I.E. = 97.00' (-3.00') B.F.F. SEE CIVIL PLANS FOR CONTINUATION. "'-'• * SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N GI N E E R S 935 Lake Baldwin Lane TEL:- (407) 767-5188 Baldwin Park, FAX: (407) 767-5772 Orlando, Florida 32814 CA-00006208 Project number. 2010-090 `Sb www.sgmengineering.com � 1—FL607B5 Copyright ©2010 SGM Engineering, Inc. FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: RVA PROJECT NO. 10-2651 Clubhouse Plumbing Plan P18.21 eft 1/2" FORUMN WATER HEATER SHUT OFF c3 3/4" EWH-1 HB-1 COMERCIAL " DRYER MACHINE 1/2" 1�2 WHA—"B" 19 3/4" 3/4" 1 1/2„ 3/4" � HB-1 3/4" 1 /2„ HA—n A ¢ n �s 1/2" WB-1 s � ' WB-1 ' 1-1/4"CW-'�� `�_%(�s,� /2" WB-1 • i% COMERCIAL 1 nHW WASHER MACHINE �—1 / n 1 , 2 CW IMF-1-1 �y MS-1-1 1/2" 1 "HW I= 3/4" 1,0 41 :> - A, t M14 a NOT TO SCALE /4" 1/2" DW EWc-1 WHA—"B" 2" CW�. 1/2" 1/2 HB-1 ,,,�X3/4" 3/4" UR_2 ��-3/4 1-1 /2" CW >1000", UR-1 3/4" 1/2n L-1 1-1/2- CW L-2 1-1 /2" CW —2 3/4a , 3/4" wc_1 1 /2"— \C 3/4" L-2 1 /2„ • WC-1 3/4n WC-2 S 2 1 /2" HB-1 2"VTR FCO 2"VTR. I I I I 21J FCO 2n 2—WAY LINT TRAP I �1 FCO iv-1 � 100"\ I \ \ \ W-1 2"VTR \ FD-1 \ \ �3" \ ` \ WCO,2"VTR S-10-4 I n � I \ I I 3/ I 1 \ 2" 1 \ \ 1hn ! / / EWC-1 I `*4%.� I 2" FD 1 I 3 I I I I 1 \ I L-2 =M 20VTR UR 1 2x \\ 4"1 \ I 1 " I \ \ \ I I I _ I " �. SANITARY RISER DIAGRAM \ \ 2„ � � � � ; � WC-2 NOT TO SCALE \ ` 4„ 2„ 3„ I \ WC-1 4" 3" \ N r4„ y 13„ J WC-1 / n / —r / wc_2 4 " -� J . / \4 / / \\ / �// ECO / Fp,EL L/ o�:••���E ��#•��'�: SGM ENGINEERING, INC. >� N0.60 = FACILITIES CONSULTING ENGINEERS * 935 Lake Baldwin Lane TEL: (407) 767-5188 ro ST F Baldwin Park, FAX: (407) 767-5772 .��'•.�� R1 P Orlando, Florida 32814 �+ CA-00006208 T Project number. 2010-090 www.egmengineenng.com Ji Ot11N� FL60765 Copyright o 2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL 11" :11i1C�]►t~� Z� SHEET REVISIONS: EDITED BY: RVA N N L z PROJECT NO. z c� w Clubhouse Plumbing Riser m Diagrams 06 IY U w x 0: U P18.2 0 IL Q 10-2651 T-1 L I A I f - - — , I I — - T— - T! FF. , fF— r-r---- -i - —1—1 1 11 --- - --, - - - GENERAL PLUMBING TES PLUMBING SYMBOL/LEGEND 1. REFERENCE THE SPECIFICATIONS FOR MATERIALS AND EQUIPMENT STANDARDS. - - COLD WATER (CW) 2. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH 2O07 FLORIDA --- -- HOT WATER (HW) BUILDING CODE PLUMBING. - - - - - -- - SANITARY OR WASTE 3. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL SP SAFETY PAN PIPING FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES. COORDINATE WITH ALL TRADES AND OTHER POTENTIAL OBSTRUC11ONS AND ROUTE PIPING TO AVOID RV RELIEF VALVE PIPING INTERFERENCES. - - - - - - - - - - - - - VENT 4. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS I SPECIFICALLY NOTED. i VTR VENT THRU ROOF (VTR) 5. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH LISTED - - - -�'yl WCO WALL CLEANOUT ASSEMBLIES AND SLEEVE WHERE REQUIRED. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL OR FLOOR. ALL FIRESTOP ASSEMBLIES SHALL MEET ASTM E-814 REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES AND ADDITIONAL PIPE ®` ` h~� P-TRAP (PLAN VIEW) PENETRATION REQUIREMENTS. EC0 6. PROVIDE ACCESS PANELS TO ALL VALVES LOCATED WITHIN CHASES OR NON -ACCESSIBLE CEILINGS. - - - - GRADE/EXTERIOR CLEANOUT REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ALL VALVES SHALL BE ACCESSIBLE. -I--e - HOSE BIBB 7. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 8. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING _ SHUT-OFF VALVE EQUIPMENT, AND APPLIANCES. BALL VALVE 9. PROVIDE CLEANOUTS ON ALL SANITARY DRAIN & WASTE, AND CONDENSATE DRAIN PIPING AS -�-- FLOW DIRECTION INDICATED ON THE DRAWINGS, AND AS REQUIRED BY LOCAL AND STATE CODES. INSTALL CLEANOUTS IN ACCESSIBLE LOCATIONS. COORDINATE TOP OF FLOOR/GRADE CLEANOUT ELEVATION WITH TOP OF FINISHED GRADE. 10. INSTALL EXTERIOR HOSE BIBBS AT 18" ABOVE FINISHED FLOOR AND FINISHED GRADE. 11. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV, AND CONDENSATE DRAIN PIPING 3" PIPE SIZE & LARGER A MINIMUM OF 1/8" PER FT. OF RUN, AND 2' PIPE SIZE AND SMALLER A MINIMUM 1/4" PER FT. OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 12. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN 10 FT. FROM, OR AT LEAST 3 FT. ABOVE ANY WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT. ABBREVIATIONS 13. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH AB. ABOVE QUICK -CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS (PLUMBING & A.F.F. ABOVE FINISHED FLOOR DRAINAGE INSTITUTE). AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER HAMMER ARRESTORS AAV AIR ADMITTANCE VALVE AND SHALL NOT BLDG. BUILDING BE INSTALLED. CW COLD WATER CO CLEANOUT 14. WATER SERVICE PIPE (UNDERGROUND) AND THE BUILDING SEWER SHALL BE SEPARATED BY 5 FEET CONN. CONNECTION OF UNDISTURBED OR COMPACTED EARTH. DN. DOWN DFU DRAINAGE FIXTURE UNITS 15. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, ECO EXTERIOR CLEANOUT (GRADE) FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. F.F.E. FINISHED FLOOR ELEVATION FCO FLOOR CLEANOUT 16. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO FD FLOOR DRAIN MANUFACTURER'S SPECIFICATIONS AND MAKE FINAL CONNECTIONS. HW HOT WATER H.B. HOSE BIBB 17. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. I.E. INVERT ELEVATION MIN. MINIMUM 18. PROVIDE APPROVED CHROME PLATED TYPE VACUUM BREAKERS WHERE REQUIRED BY LOCAL CODES, SAN SANITARY AND AS INDICATED ON PLANS FOR NEW WORK. V VENT VTR VENT THRU ROOF 19. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. WCO WALL CLEANOUT 20. SEE RISER DIAGRAMS FOR PIPE SIZES AND ROUTING NOT SHOWN ON PLANS. 21. METER AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE ULIITES. (INC. CLEANOUTS, INCREASES, BACKWATER VALVES, ETC.) 22. PRESSURE REDUCING VALVES SHALL BE PROVIDED WHERE THE WATER PRESSURE EXCEEDS 75 PSI FINISH GRADE CLEANOUT AT ANY PLUMBING FIXTURE AND SET PRESSURE TO 40 PSI. WATER VELOCITY SHALL NOT EXCEED 8 , ; Lr . FEET PER SECOND. f�� 3 ,f 23. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING_,031 PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. EXTENSION SAME 2-WAY CLEANOUT 24. IF THE INTENT OF THE INFORMATION SHOWN ON THESE DOCUMENTS IS NOT CLEAR, OR IS CAPABLE SIZE AS SEWER. OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. 25. WHERE THE CONTRACTOR PROPOSES ALTERNATE SOLUTIONS, DIFFERENT ROUTINGS OF PIPING, DIFFERENT LOCATIONS OF EQUIPMENT, FIXTURES, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE RAMIFICATIONS OF THE PROPOSED CHANGE THAT ARE NOT INCLUDED IN HIS PROPOSAL, BUT BECOME APPARENT AT A LATER DATE, AND SHALL BEAR THE CONSEQUENCES OF PIPE AND FITTING SHALL BE OF THE SAME CORRECTING ANY AND ALL CONFLICTS, DEFICIENCIES OR OTHER PROBLEMS AT NO INCREASE IN MATERIAL AS SEWER IT SERVES. COST OR INCREASE IN CONSTRUCTION TIME ALLOTTED. 26. WASHER BOX AND WASHER SUPPLY STOPS TO BE LOCATED WITHIN REACH ABOVE TOP BACK OF WASHING EXTERIOR 2-WAY CLEANOUT MACHINE. NOT TO SCALE 27. ALL EQUIPMENT SHALL BE PROVIDED AS SPECIFIED IN THE PLANS. NO SUBSTITUTIONS ARE PERMITTED. IF EQUIPMENT IS NO LONGER AVAILABLE DUE TO DISCONTINUATIONS OR BACK ORDERS, THE CONTRACTOR SHALL SUBMIT FOR EQUIPMENT APPROVAL BY THE ARCHITECT, OWNER, AND ENGINEER. 33"X33"X28" DEEP INSIDE CLEAR LINT TRAP W/FRAME & COVER FINISH GRADE WATER HAMMER ARRESTOR SCHEDULE Eff M I FIXTURE UN 6 MANUFACTURER AND PART NUMBER 5a la RANGE SIOUX CHIEF 1660-V2B Xz" A 1-11 WILKINS #1250-A WATTS #SG-050 -y4" PPP #SC-750B B 12-32 WILKINS #1250-B WATTS #SG-075 PPP #SC-1000C 1" C 33-60 WILKINS #1250-C WATTS #SG-100 PPP #SC-1250D 1 7°4" D 61-113 WILKINS #1250-D WATTS #SG-125 PPP #SC-1500E 1 )g' E 114-154 WILKINS #1250-E WATTS #SG-150 PPP #SC-2000F 2- F 155-330 WILKINS #1250-F WATTS #SG-200 WATER HAMMER ARRESTOR NOTES: 1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED 2. SIZE PER MANUFACTURER'S RECOMMENDATIONS ELECTRIC HEATER SCHEDULE MARK/UNIT EWH-1 MANUFACTURER BRADFORD WHITE MODEL NO. ECT52D TYPE TALL MODEL GALLONS 50 VOLT/PHASE/Hz 240/1/60 KW 6 NO. OF ELEMENTS 2 NON-SILMULTANEOUS GPH RECOVERY @ 70' AT 35.4 DIMENSIONS 57-1/2" X 20- DIA. WEIGHT (EMPTY) 123 NOTES: 1. PROVIDE ALL GAGES, THERMOSTATS, TEMPERATURE AND PRESSURE RELIEF VALVE, EXPANTION TANK AND SHUT-OFF VALVES AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE 2' MIN. DEEP 24 GAUGE GALVANIZED STEEL SAFETY PAN. 3. PROVIDE INVERTED HEAT TRAPS ON COLD & HOT WATER CONNECTIONS. WATERPROOFING MEMBRANE CAULKING REQ'D. TO PRODUCE A WATERTIGHT SEAL (PROVIDED E'Y OTHERS) 41 1:- i -GROUT TO FULLY SEAL (TYP.) 4" SANITARY T 23- SQ. BRANCH W/C.O. 4' INLET FROM WASHERS 4- DISCHARGE TO 11' BLDG. SEWER 1/4" MESH SCREEN LINT BASKET 3" FABRICATED FROM 9 GAUGE GALV. END OF LINT BASKET TO HARDWARE CLOTH SOLDERED TO BE LEFT OPEN (NO MESH 5/16- BRASS ROD FRAME. PROVIDE SCREEN) TO FIT OVER BAIL HANDLES & PLACE IN SUMP IN DISCHARGE LINE. INVERTED POSITION. NOTE: LINT TRAP SHALL BE OF PRE -MANUFACTURED TYPE OR 4" THICK CONCRETE TYPE (LT3636) AS MANUFACTURED BY BROOKS PRODUCTS, INC. OR APPROVED EQUAL. FRAME AND COVER SHALL BE AS REQUIRED TO WITHSTAND THE ANTICIPATED TRAFFIC LOADS. LAUNDRY LINT TRAP DETAIL NOT TO SCALE IrPAN WITH CLAMPING COLLAR (WHEN SPECIFIED) REFER TO FLOOR PLANS FOR TYPE OF FIXTURE CONNECTED TO P-TRAP JAY R. SMI H(FlG. NO. 2698) WATER SAVER P-TRAP WITH PRIMER TUBE(CHROME PLATED) PRIMER TUBE(CHROME PLATED) FLOOR DRAIN ESCUTCHEON PLUMBING FIXTURE SCHEDULE MARK FIXTURE SOIL/ E VENT HOTCOLD DESCRIPTION WATER W TER WC-1 WATER CLOSET 3" 2" 1/2" - - PROFLOPF1201/PF3112 ELONGATED WATER CLOSET, 1.6 GPF. - SEAT. CHURCH #295C, ELONGATED, OPEN FRONT COMMERCIAL SEAT. - SUPPLIES: BRASS CRAFT #CR1912DL, CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES. WC-2 WATER CLOSET-ADA 3" 2" 1/2" - - PROFLOPF1203 FRONT WATER CLOSET, 1.6 GPF, RIM ® 16-1/2" ADA COMPLIANT. - SEAT. CHURCH #295C, ELONGATED, OPEN FRONT COMMERCIAL SEAT. - SUPPLIES: BRASS CRAFT #CR1912DL, CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES. L-1 LAVATORY-ADA 1-1/2" 1-1/2" 1/2" 1/2- - PROFLO #PF20174 OVAL VITREOUS CHINA LAVATORY, 20-X17-. - FAUCET: PROFLO JPFLL1011 M SINGLE LEVER LAVATORY FAUCET WITH 2.0 GPM AERATOR. - SUPPLIES: BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS SUPPLIES AND TRAPS. - UNDERSINK PIPING COVER: HANDY -SHIELD #2003, ONE P-TRAP COVER, TWO ANGLE VALVES AND COVERS. L-2 LAVATORY-ADA 1-1/2" 1-1/2- 1/2" 1/2" - PROFLO #PF5504, MILTON CHINA, WALL HUNG, 20"X18", ADA. - FAUCET. PROFLO #PFLL1011 M SINGLE LEVER LAVATORY FAUCET WITH 2.0 GPM AERATOR, ADA. - BRASS CRAFT #CR1912DL, ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS SUPPLIES AND TRAPS. - UNDERSINK PIPING COVER: HANDY -SHIELD #2003, ONE P-TRAP COVER, TWO ANGLE VALVES AND COVERS. UR-1 URINAL 2" 1-1/2" 3/4" - - PROFLO #PF1807, WALL HUNG URINAL WITH 3/4- TOP SPUD CONN, WALL HANGER INCLUDED. VALVE: SLOAN #186-1 FLUSH VALVE, 1.0 GPF. UR-2 URINAL-ADA 2" 1-1/2" 3/4" - - PROFLO #PF1807, WALL HUNG URINAL WITH 3/4" TOP SPUD CONN, WALL HANGER INCLUDED. MOUNT AT HANDICAPPED HEIGHT. VALVE: SLOAN #186-1 FLUSH VALVE, 1.0 GPF. S-1 KITCHEN SINK 1-1/2- 1-1/2" 1/2" 1/2" - ELKAY #LRAD3321 33- X 21-1/4" X 6 DEEP, REAR DRAIN, 20 GAUGE, 2-COMPT STAINLESS STEEL KIT SINK. - FAUCET, PROFLO #PFLL2001 M SINGLE LEVER, NO SPRAY KITCHEN FAUCET, 2.0 GPM - BRASS CRAFT #CR1912DL, ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS, SUPPLIES, TRAPS, & DISPOSAL WASTE, S-2 KITCHEN SINK - ADA 1-1/2- 1-1/2- 1/2- 1/2' - PROFLO #PFT252273 25" X 220 X 6 DEEP, 20 GAUGE, SINGLE STAINLESS STEEL KIT SINK. - FAUCET, PROFLO JPFLL2001 M SINGLE LEVER, NO SPRAY KITCHEN FAUCET, 2.0 GPM - BRASS CRAFT #CR1912DL, ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS, SUPPLIES, TRAPS, & DISPOSAL WASTE, EWC-1 WATER COOLER 2" 1 1/2" 1/2" - - ELKAY EZSTL8C, HANDICAPPED, BI-LEVEL MS-1 MOP SINK 3" 1 1/2- 3/4- 3/4" - MUSTEE #63, 10- HIGH WALLS WITH 1- WIDE SHOULDERS. INCLUDES AN INTEGRALLY MOLDED SHELF 10-9/16- WIDE. STAINLESS STEEL FACTORY INSTALLED DRAIN BODY COMPLETE WITH A QDC-3 JOINT CONNECTOR FOR A 3" DRAIN PIPE. A COMBINATION DOME STRAINER AND STAINLESS STEEL LINT BASKKET IS INCLUDED. - FAUCET. PROFLO #PF1180, POLISHED CHROME FINISH, BUILT-IN STOPS, VACUUM BREAKER, LEVER HANDLES, WALL BRACE, AND 3/4" GARDEN HOSE OUTLET. NOTE: ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA PLUMBING CODE FOR WATER CONSERVATION. EQUIPMENT SCHEDULE MARK FIXTURE IASLT/E VENT COLD HOT DESCRIPTION WATER WATER WCO-1 WALL CLEAN -OUT SIZE/ - - - -ZURN #Z1469, WALL CLEANOUT WITH TWO-PIECE EXPANDABLE CLEANOUT PLUG, STAINLESS DWG. STEEL ACCESS COVER, AND VANDAL PROOF STAINLESS STEEL SCREW. FCO-1 FLOOR CLEAN -OUT SIZE/ - - - - ZURN #CO-2451, EPDXY COATED CAST IRON FLOOR CLEANOUT WITH 5 IN. (127MM) ROUND DWG. ADJUSTABLE GASKETED HEAVY DUTY NICKEL BRONZE TOP, REMOVABLE GAS TIGHT GASKETED BRASS CLEANOUT PLUG AND NO HUB (STANDARD) OUTLET. IMB-1 ICE MAKER BOX - - 1/2- - - OATEY #38685, HIGH IMPACT PLASTIC ICE MAKER BOX, 8 3/4"x7 1/2"0" O.A. CPVC VALVE. HB-1 HOSE BIBB - - 3/4" - - ZURN #1341, ANTI -SIPHON, VACUM BREAKER, DESIGNED FOR MILD CLIMATE AREAS. ASSE STANDARD 1011 APPROVED, FURNISHED WITH POLYCARBONATE WHEEL HANDLE AND LOSE TEE KEY. ALUMINUM, BRASS OR CHROME BOX. WB-1 WASHER BOX 2" 2" 1/2- 1/2- -OATEY #38937, RECESSED 9"x8"x3" HIGH IMPACT PLASTIC WASHER BOX W/2" OFFSET DRAIN, 1/4" TURN VALVES, MOUNTED WATER HAMMER ARRESTORS AND 12"x11- FACE PLATE FRAME. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FD-1 FLOOR DRAIN 3' - - - - OATEY #72000 SERIES, EPDXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, ADJUSTABLE ROUND NICKEL BRONZE STRAINER, AND NO HUB (STANDARD) OUTLET. PROVIDE TRAP PRIMER DEVICE. FD-2 FLOOR DRAIN SIZE/ - - - - ZURN #Z610, HEAVY-DUTY CAST IRON AREA DRAIN WITH ANCHOR FLANGE, WEEPHOLES, DWG. 12-1/2" X 12-1/2- SQUARE FIXED TOP WITH DUCTILE IRON GRATE AND NO HUB (STANDARD) OUTLET. CLEANOUT PLUG FINISHED WALL I FINISHED FLOOR I �-- P-TRAP 1/2' TYPE "K' SOFT SEAMLESS COPPER WITH NO JOINTS BELOW FLOOR SLAB. SLOPE AT 1/4' PER FOOT MINIMUM TO FLOOR DRAIN CONNECTION. GREY WATER TRAP PRIMER NOT TO SCALE COLD WATER -� p1 Innl V TA ^I I InL1A1 IOC DIELECTRIC UNIION REDUCER (TYP) - HEAT TRAP HOT WATER SUPPLY TET-1 (THERMAL EXPANSION TANK) AMTROL #ST-5 OR APPROVED EQUAL SATE VALVE (TYP) EMPERATURE AND PRESSURE tELIEF VALVE. (ASME) VATER HEATER (SEE WATER iEATER SCHEDULE) END SAFETY PAN DRAIN ) RELIEF VALVE DRAIN TO IOR DRAIN 1/16" THICK HIGH IMPACT -� PLASTIC OR 24 GA. GALV. STL. 1 1/2- MINIMUM DEEP SALTY PAN. WATER HEATER DETAIL NOT TO SCALE C •�� ENSop �ao� � No. 6078 - TE F CC-o ' STA StFL6C SGM ENGINEERING, INC. F A C I L I T I E S C 0 N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX: (407) 767-5772 Orlando, Florida 32814 CA-00006208 AsProject number. 2010-M www.sgmengineering.com Copyright ©2010 SGM Engineering, Inc. 3 W aFORUME 0 ARCHITECTURE & INTFRIOR nFSIGN_ INC_ c N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 o 10 onenta avenue, suite 11zi altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: _ 08/08/10 _ u_ Bid &,Permit Set I 0 SHEET REVISIONS: EDITED BY: RVA P 18.23 I� cI IT I -T 1� -r r - - FORUME CLUBHOUSE MECHAIMICAL PLAN SCALE: 1 /4"=1'-0" CU-1 1/7 m a3 HVAC KEY NOTES (j) 1. MOUNT CU'S ON 4' THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4' ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD WITH (8) 3/16" TAPCON BOLTS. LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. REFER TO SHEET M18.33 FOR ANCHORING DETAIL. 2. REFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. IN PVC CHASE, SEA_ CHASE ENDS WATERTIGHT INSIDE & OUT. INSULATE SUCTION. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET M18.33. 3. PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6' ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M18.33. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M18.33. TERMINATE AT LEAST 1 FEET FROM EXTERIOR WALL. 4. MOUNT AHU ON PLATFORM AS DETAILED ON SHEET M18.33. 5. OUTSIDE AIR DUCT UP TO WALL CAP. 6. ROUTE 8"0 FROM AHU-3 AND 9"0 FROM AHU-2 TO 12"0 GALVANIZED STEEL OUTSIDE AR DUCT UP TO ROOF CAP. PROVIDE ACCESSIBLE BALANCING DAMPER AT RETURN DUCT BELOW CEILING. 7. ROUTE 4"0 GALVANIZED STEEL DRYER VENT UP IN WALL AND TO WALL CAP AS DETAILED ON SHEET M18.33 (TYP. OF 6). 8. TRANSFER DUCT. 9. 6"0 GALVANIZED STEEL EXHAUST DUCT UP TO ROOF VENT. SEE DETAIL ON SHEET M18.33. 10. PROVIDE LOCK BOX OVER THERMOSTAT. 11. ROUTE 8"0 GALVANIZED STEEL DRYER VENT EXPOSED AND UP ON WALL AND OUT TO WALL CAP AS DETAILED ON SHEET M18.33. 12. 4'0 GALVANIZED STEEL EXHAUST DUCT UP TO ROOF VENT. SEE DETAIL ON SHEET M18.33. SGM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS • NO. 60 935 Lake Baldwin Lane TEL 407) 767-5188 _ = * _ `0 STAT; O Ballwin Park, FAX: (407) 767-5772 Orlando, Florida 32814 A CA-00006208 A :• F 1v - �.n� '•.,�.0 }��� Project number. 2010-090 www.sgmengineering.com { ' Copyright o 2010 SGM Engineering, Inc. ,LI N`-FL60785 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08108/10 n Bid & Permit Set EDITED BY: NRP U i PROJECT NO. 10-2651 H,V.A® . GENERAL NOTES 1. IF, THROUGH ERRORS OR, OMISSIONS THE INTENT OF ARCH,ri-ECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS EXPLANATIONS OR, CLARIFICATIONS IN WRITING. NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 2. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR INDICATED, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS/HER FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE 'FLORIDA MECHANICAL CODE 2007 WITH 2009 SUPPLEMENTS - MECHANICAL! AND ALL LOCAL CODES. 4. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN (IF APPLICABLE) FOR THE EXACT LOCATION OF AIR DISTRIBUTION DEVICES. 5. THE SIZE AND LOCATION OF EQUIPMENT INSTALLED UNDER DIVISION 23 - MECHANICAL SHALL BE COORDINATED WITH ALL OTHER TRADES. 6. OPERABLE THERMOSTAT PARTS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR. THERMOSTATS SHALL BE FURNISHED WITH A TRANSPARENT VANDAL PROOF LOCKING COVER. VOLTAGE SHALL BE 24 VOLT UNLESS OTHERWISE INDICATED. 7. DISCONNECT SWITCHES REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE PROVIDED BY DIVISION 26 - ELECTRICAL UNLESS INDICATED OTHERWISE ON SCHEDULE. 8. CONTROL WIRING AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEM SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 23 - MECHANICAL INDICATED ON THESE CONTRACT DOCUMENTS UNLESS OTHERWISE NOTED ON DRAWINGS. 9. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN STRICT ACCORDANCE WITH NFPA 90A AND 90B. 10. DUCT BENDS FROM VERTICAL TO THE HORIZONTAL AND ANGLED TURNS OF DUCTWORK SHALL HAVE TURNING VANES INSTALLED. 11. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. 12. AIR-CONDITIONING SUPPLY AND, RETURN AIR DUCTWORK WITHIN ATTIC SPACES SHALL BE 1-1/2" R-6.0 FIBERGLASS DUCT BOARD, CLASS 1 AIR DUCT IN STRICT ACCORDANCE WITH UL 181. DUCT BOARD SHALL BE475EI OR 800EI AS PRESCRIBED BY SMACNA DEPENDING ON THE DUCT SIZE. 13. PAINT INSIDE DUCT SURFACE AND PORTIONS OF STRUCTURE AND CEILING ASSEMBLY VISIBLE THROUGH GRILLES AND REGISTERS WITH FLAT BLACK PAINT. 14. PIPE AND DUCT ROUTING INDICATED IS SCHEMATIC. HVAC CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING BUT NOT LIMITED TO DIVIDED DUCTS REQUIRED FOR PROPER INSTALLATION AND TO ACCOMMODATE CLEARANCES AND, CONFLICTS AS ENCOUNTERED IN THE FIELD. 15. FLEXIBLE DUCTWORK SHALL BE: TYPE INL-25 AS MANUFACTURED BY OWENS-CORNING FIBERGLASS CORP. OR EQUIVALENT, SUPPORTED WITH 1 1/2" SHEET METAL STRAPS AT 5'-0" ON CENTERS. 16. EXHAUST DUCTWORK SHALL BE UNINSULATED GALVANIZED STEEL. 17. EXHAUST FAN DISCHARGE POINTS SHALL BE INSTALLED A MINIMUM OF 10'-O" FROM ALL FRESH AIR INTAKE POINTS. 18. COORDINATE WITH ALL THE TRADES PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. 19. COORDINATE HVAC SYSTEM DRAWINGS WITH TRUSS MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCE'S BETWEEN MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS INTERFERENCE'S THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM MAKING CERTAIN THE EQUIVALENT INSIDE CROSS -SECTIONAL AREA IS NOT DECREASED. 20. CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIV1SION 26 SPECIFICATIONS. 21. CONDENSATE DRAIN LINES SHALL BE INSULATED WITH MINIMUM 1/2" THICK ARMAFLEX OR, EQUIVALENT AND INSTALLED WITH A "P" TRAP AT THE UNIT WITH A MINIMUM TRAP DEPTH OF 2" 22. LOCATE WALL AND ROOF TERMINATION'S AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT COORDINATE PLACEMENT WITH ARCHITECT. PRIME, COAT, AND PAINT EXTERIOR TERMINATION'S TO MATCH BUILDING EXTERIOR COLOR. 23. THE CONTRACTOR SHAM SUBMIT TO THE ARCHITECT A WRITTEN TEST AND BALANCE REPORT OF THE INSTALLED SYSTEM. H.V.A.C, SYMBOLS LEGEND DUCTWORK SUPPLY AIR DUCT - SECTION DIFFUSER CFM TYPE CEILING MOUNTED SUPPLY. IF OTHER 1 THAN 4-WAY, ARROWS INDICATE AIR RETURN AIR DUCT - SECTION A-150 ® FLOW PATTERN. EXHAUST AIR DUCT - SECTION SUPPLY DUCT UP THRU ROOF OR 24X12 RECTANGULAR DUCT, FIRST FIGURE IS HORIZONTAL SIDE SHOWN ELBOW TURNED UP 92"0 ROUND DUCT, DIAMETER SHOWN XELBOW TURNED DOWN TURNING VANES -J MANUAL VOLUME DAMPER R REFRIGERANT PIPING STANDARD BRANCH TAKEOFF CD CONDENSATE DRAIN OT THERMOSTAT. MANUAL DAMPER ® "HDGI" HYDROGEN GAS DETECTOR. 4-WRY DISCHARGE SQUARE SUPPLY AIR DIFFUSER zRETURN AIR REGISTER/GRILLE zEXHAUST AIR REGISTER/GRILLE kSIDEWALL REGISTER OR GRILLE CEILING DIFFUSER WITH FLEXIBLE DUCT SPIN IN FITTING - SIDE DUCT CONNECTION 150 CFM 200 CFM 230 CFM TOTAL OUTSIDE AIR = 580 CFM TOTAL EXHAUST AIR = 350 CFM BALANCE = POSITIVE PRESSURE BY 230 CFM 1 ;zIlk 11y. 1 i 350 SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE� MARK AHU-1/CU-1 AHU-2/CU-2 AHU-3/CU-3 AHU-4/CU-4 TYPE STRAIGHT COOL STRAIGHT COOL STRAIGHT COOL STRAIGHT COOL TOTAL COOLING CAP (MBH ® ARI) 29.0 47.0 40.0 23.0 SENSIBLE COOLING CAP. (MBH 0 ARI) 20.5 33.0 29.0 17.0 AHU CONFIGURATION VERTICAL VERTICAL VERTICAL VERTICAL SUPPLY AIR (CFM) 1000 1650 1520 790 OUTSIDE AIR (CFM) 150 200 230 - EXTERNAL STATIC PRESS. (IN.WTR.) 0.3 0.3 0.3 0.3 EVAPORATOR FAN HP 1/3 3/4 1/2 1/3 VOLT/O 240/1 240/1 240/1 240/1 FLA 2,4 4.3 2.9 1.7 i ELECTRIC HEAT KW 5 8 8 - VOLT/0 240/1 240/1 240/1 - STAGES 1 1 1 - COMPRESSORS NUMBER 1 1 1 - VOLT/0 240/1 240/1 240/1 240/1 RLA/LRA (EA) 15.0/72.5 24.4/140.0 18.6/115.0 9.2/43.0 STAGING (%) 0-100 0-100 0-100 0-100 CONDENSER FAN NUMBER 1 1 1 1 VOLT/O 240/1 240/1 240/1 240/1 MCA 19.6 31.9 24.5 13.0 FLA (EA) 0.8 1.4 1.1 1.5 AREA SERVED FITNESS RM. CLUB RM. OFFICES/LAUNDRY CABLE ROOM MANUFACTURER AHU/HP CARRIER/PAYNE PAYNE/PAYNE PAYNE/PAYNE PAYNE/PAYNE MODEL# AHU/HP FFIENP030/PA14NA030 PF4MNA061/PA13NA048 PF4MNA061/PA13NA042 PF4MNA024/PA14NA024 MINIMUM EER OR SEER 14.0 SEER 14.0 SEER 14.0 SEER 14.0 SEER OPERATING WEIGHT (AHU/CU) 125/175 175/250 150/200 125/175 REMARKS 1-10 1-10 1-10 1-10 NOTES: 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER AND ELECTRIC HEATER LOSSES. 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 3. PROVIDE 1" THROWAWAY FILTERS. 4. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. 5. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 6. MCA = MINIMUM CIRCUIT AMPACITY 7. EXTERIOR INTERLOCK WIRING BETWEEN AHU AND CU MUST BE RUN IN LIQUIDTIfE FLEXIBLE CONDUIT. 8. TRANE OR L.ENNOX COMPLYING WITH DESIGN PARAMETERS ARE APPROVED ALTERNATE MANUFACTURERS. 9. PROVIDE WITH AHU FACTORY INSTALL CIRCUIT BREAKER. 10. INDICATED SEER AMOUNTS ARE PER SCHEDULED CARRIER AHU do CU COMBINATIONS. CONTRACTOR MAY USE APPROVED ALTERNATE MANUFACTURER WITH A MINIMUM OF 14.0 SEER. I EXHAUST FAN SCHEDULE ELECTRICAL PLAN MARK MANUFACTURER/MODEL CFM E.S.P. DRIVE MOUNTING SONES REMARKS VOLT/ AMPS PHASE EF-1 AIR KING/AK150LS 150 .125 DIRECT 1.70 115/1 CEILING 3.3 1-4 EF-2 AIR KING/AK150LS 150 .125 DIRECT 1.70 115/1 CEILING 3.3 1-4 EF-3 AIR KING/AS50 50 .125 DIRECT 0.80 115/1 CEILING 3.6 1-4 NOTES 1. PROVIDE WITH DECORATIVE CEILING GRILLE 2. CONTROL WITH ROOM LIGHTS 3. PROVIDE WITH BACKDRAFT DAMPER. 4. PROVIDE SPEED CONTROL GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER/MODEL DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS A US AIRE/1100 ADJUSTABLE CURVED BLADE REGISTER Y CEILING WHITE STEEL 1,2,3,4,5,6,7 B US AIRE/1400 CUBE CORE RETURN N CEILING ALUM. ALUM 1,3,7 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. 6. PROVIDE OBD ADJUSTABLE FROM FACE OF GRILLE ON ALL DIFFUSERS. 7. COORDINATE FINAL LOCATION WITH ARCHITECT OR OWNER. •,,,.rEN...� s SGM ENGINEERING INC. >'. No.60 F A C I L I T I ES C 0 N S U L T I N G EN G I N EE RS * * e 935 Lake Baldwin Lane TEL (407) 767-5188 Baldwi( n Park, FAX: 407) 767-5772 STAT F v Orlando, Florida 32814 CA-00006208 As Project number. 2010-090 �e� �� . •• `� www.sgmengineering.com ks ,I 60785 Copyright ©2010 SGM Engineering, Inc. //�lllll 3 ro aFORUME n L 2 ARCHITECTURE & INTERIOR DESIGN, INC. C .y PLANNING I ARCHITECTURE I INTERIOR DESIGN a 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 5 phone: 407.830.1400 fax: 407.830.4143 L' AA0002731 t www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL 3 Bid & Permit Set 2� SHEET REVISIONS: 4 .. EDITED BY: c m r M 18.32 NRP I- - I�II� I i - - - - - - - - - I I 1 11 1 , i lip i r-jTT ❑t r ,n ,t, i,i • 1,7_11ti-fs: r T-T T T- - r-- , -- - -� -- - NOT TO SCALE CONDENSATE DRAIN TO OUTSIDE RUBBER G 1-1/2" DUCT BOARD PLENUM LINER, R-5, 4 SIDES AND BOTTOM FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. AIR HANDLING UNIT \-TO MAIN DRAIN PIPE 1-1/2" MIN AM MAINTAIN MANUFACTURERS RECOMMENDED SERVICE ACCESS CLEARANCES FOR ALL MECHANICAL EQUIPMENT, OA DUCT MANUAL VOLUME DAMPER -FLEX CONNECTION 22 GA. GALVANIZED STEEL PLENUM/PLATFORM. 4 SIDED BOX WITH TOP AND BOTTOM FLANGES OF 1-1/2" MINIMUM, ELEVA I U®2 NOT TO SCALE SUPPLY DUCT INSULATED FLEXIBLE DUCT INSULATED DIFFUSER BOOT CEILING FOAM PLUG -CUT INSULATE ENTIRE FLUSH AT CONDUIT ENTRANCE LENGTH OF SUCTION[-PROVIDE OR PACK WITH ROCK WOOL LINE - INSIDE LIQUID LINE APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION OUTSIDE SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM, AND CAULK WEATHERTIGHT. TERMINATE 6" ABOVE GROUND. PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4"FOR UP TO TWO SETS OF REFRIGERANT LINES. 6"FOR UP TO 3 SETS 45• BEND OF LINES. (UNDERGROUND REFRIGERANT LINES NOT TO SCALE EXTERIOR WALL -%, SEALANT ALL AROUND SHEET METAL BOX TO BE 1 1/2- MIN. LARGER THAN SLEEVE BACKDRAFT DAMPER FOR DRYER ONLY CONTRACTOR TO PAINT W/ WEATHER RESISTANT PAINT. COLOR TO BE COORD. W/ ARCHITECT/OWNER. SHEET METAL DUCT SLEEVE. SIZE AS SHOWN ON PLANS. BtRDSCREEN FOR EXHAUST FAN ONLY (NOT DRYER VENT) SEALANT ALL AROUND EXTERIOR WALL PENETRATION DETAIL NOT TO SCALE rF+�l 5`-0" MAXIMUM MAXIMUM SAG 1/2" PER FOOT OF SUPPORT SPACING. FLEXIBLE DUCT 1, DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2, SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT -OF -ROUND SHAPE. FLEX DUCT SUPPORT NOT TO SCALE 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF TRUSS 1 "X2"X1" CHANNEL SEAL DUCT PENETRATION WITH MASTIC 1AND 2 22 GAUGE ANGLE 4"X2"X2" [' 1E...1 DUCT 1" WIDE 22 GAUGE STRAP WRAPPING UNDER DUCT AND ATTACHED TO TOP CHORD OF TRUSS. HANG FLEXIBLE DUCTS WITH 1/2" WIDE 22 GA. STEEL STRAPS WRAPPING j UNDER DUCT EVERY 5 FT. I! MAX, ALSO SUPPORT 18" FROM ANY CONNECTION. 22 GAUGE, 4"X2"X2" ANGLE AND FASTENERS EVERY 8i. PAWN117kIQIAVn IIAIrr CONDENSING UNIT TIE DOWN (MIAMI TECH, INC. CUTD1 COLD -ROLLED GALV STEEL) 8 TOTAL FOR EACH UNIT (1)1/4" DIA STAINLESS STEELSCREW FROM STRAP TO CONDENSER (1)3/16" DIA x 2" TAPCON FROM STRAP TO CONC PAD TYPICAL CONDENSING UNIT ANCHORING DETAIL NOT TO SCALE STRAP 1 1/2" MINIMUM CEILING 14/12 CONDENSATE DRAIN TO OUTSIDE TO SUIT EQUIP FURN. 4" TYP UNIT ................................. ... 4" THICK REINF. :. CONCRETE PAD W SEE PLAN FOR :- UNIT LOCATION O" 6 ............... ....... l 4" SCH. 40 PVC CHASE, REFRIGERANT PIPING E INSTALL WITH LONG RADIUS TO AIR HANDLING UNIT ' f I ELLS. SEAL OPENING WITH W®ATEER PROOF EXPANDING CONDENSING UNIT PAD DETAIL 12" MIN FIN I FLOOR CONDENSATE' LINE 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY CONDENSATE PIPING TERMINATION DETAIL NOT TO SCALE ® o RUBBER GASKET 18" X 18" RETURN GRILLE 1-1/2" DUCT BOARD PLENUM LINER, R-5, 4 SIDES AND BOTTOM 1-1/2" MIN NOTE: MAINTAIN MANUFACTURERS RECOMMENDED SERVICE ACCESS CLEARANCES FOR ALL MECHANICAL EQUIPMENT. OUTSIDE AIR LOUVER — 8" RND. OUTSIDE AIR DUCT VOLUME DAMPER 22 GA. GALVANIZED STEEL PLENUM/PLATFORM. 4 SIDED BOX WITH TOP AND BOTTOM FLANGES OF 1-1/2" MINIMUM. ELEVATION @ AHU-1 NOT TO SCALE 2 III: BOTTOM CHORD OF TRUSS NOTE:SUPPORT DUCT AT EACH CHANGE OF DIRECTION. `���tii1111��E� :..., SGM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS NO. 607 _ 935 Lake Baldwin Lane TEL- (407 767-51M * - Baldwin Park, FAX: (4071 767-5772 DUCT SUPPORT DETAIL sTAT Orlando, Florida 32814 �► CA-00006208 NOT TO SCALE 0 '•.,• � � (� Project number. 2010-090 i Of .1 1 www.agmengineefing.com -FL60785 Copyright ©2010 SGM Engineering, Inc. ���//llit►i1�` - I�Ti711 a.l I Ili llll I O.d1 tid :AlC .11HU, Gnu Afil 1 1111It 11 46 .�-11i..-t. 3 m FORUME L 2 ARCHITECTURE & INTERIOR DESIGN, INC. .N PLANNING I ARCHITECTURE I INTERIOR DESIGN $ 745 orienta avenue, suite 1121 0 altamonte springs, fl 32701 5 phone: 407.830.1400 ad fax: 407.830.4143 2 AA0002731 t www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: I EDITED BY: NRP PROJECT NO. 10-2651 z U M 18.33 0 C� FORUME SCALE: 1/4"=1'-0" 0 2' 4' 8' ELECTRICAL LEGEND NM: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 0 FLUORESCENT FIXTURE, CEILING MOUNTED 0 LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED -( LIGHTING FIXTURE, PENDANT MOUNTED W" S3 - S4 FLUORESCENT STRIP LIGHT CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) WALL EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS SINGLE POLE SWITCH, MOUNTED 0 48" AFF. THREE-WAY SWITCH, MOUNTED 0 48" AFF FOUR-WAY SWITCH, MOUNTED 0 48" AFF DUPLEX 20A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNT ® 18"AFF, U.N.O. DUPLEX RECEPTACLE, GFI TYPE. MOUNTED ABOVE COUNTERTOP DOUBLE DUPLEX (QUAD) RECEPTACLE OUTLET FLOOR MOUNTED DUPLEX RECEPTACLE TELEPHONE OUTLET, MOUNTED 0 18" AFF, U.O.N. COMPUTER OUTLET, MOUNT 0 18" AFF. PHONE/DATA OUTLET, MOUNT 0 18" AFF, U.O.N. TELEVISION OUTLET DISCONNECT SWITCH. SIZE/POLES/FUSE JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED I J :► EXHAUST FAN CONNECTION (FAN BY DIV. 15) FIRE DEPARTMENT LOCK BOX, MT'D. +84" AFF FIRE ALARM HEAT DETECTOR FIRE ALARM PULL STATION OCCUPANCY SENSOR SECURITY KEY PAK ��- M .� ••�GEN•$ ; SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL- (407) 767-5188 '0 ; .SATE OF lr Baldwin Park 32814 FAX: 407 767-5772 . �' � cA-00006208 .01 0'' '•.( i� . Project number. 2010-090 �. . • �� www.sgmengineedng.com —FL61756 Copyright ©2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: NDM PROJECT NO. 10-2651 Clubhouse Lighting Plan E 18.40 FORUME i r�s!•1 mom ENERAL NOTES: PROVIDE SECURITY SYSTEM INCLUDING DOOR/WINDOW CONTACTS AND MOTION SENSORS, POWER RECEPTACLE & PHONE OUTLET PER OWNER DIRECTION. USING TELEPHONE/DATA OUTLET. FROM EACH OUTLET PROVIDE CABLES TO TV/CABLE ROOM. CLUBHOUSE NEEDS TO BE PRE —WIRED FOR I.T. COMMUNICATIONS. PROVIDE CAMERA SECURITY SYSTEM, PER OWNER DIRECTION. KEY NOTES: q) 24OV, NF, NEMA 3R DISCONNECT SWITCH. 2—#10, D, 3/4"C. X RECEPTACLE : WALKER 880—CS2 WITH 828R OVER PLATE. VERIFY EXACT LOCATION WITH iRCHITECT PRIOR TO ROUGH —IN. 24OV, NF, NEMA-1 DISCONNECT SWITCH. 2—#8, ;ND, 3/4"C. 24OV, NF, NEMA 3R DISCONNECT SWITCH. 2—#8, ;ND, 3/4"C. —110 GND, 3/4"C. TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 1—#10GND, 3/4"C. L BUILDINGS FIRE ALARM SYSTEMS ARE HARDWIRED PANEL FOR OFFSITE MONITORING TO THIS LOCATION ZOVIDE 2 PHONE LINES TO THE DACT. E FOR CARD READER, TO INCLUDE THE PION OF STRIKE PLATE AT DOOR. COORDINATE )CATION OF CARD READER JUNCTION BOX WITH ' CONTRACTOR IN FIELD. 24OV, NF, NEMA 3R DISCONNECT SWITCH. 2—#10, ;ND, 3/4"C. 3EHIND CABINETS. A SLEEVE IN WALL FOR GAMING SYSTEM WIRES .OW, 60" AT HIGH. VERIFY IN FIELD. e���1it111/I�. '` SGM ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 0 1 935 Lake Baldwin Lane TEL- (407) 767-5188 * * Baldwin Park, FAX: (407) 767-5772 C. Orlando, Florida 32814 aA A cA-00006208 -o T r Project number. 2010-490 ,t. Q 1 6, www.sgmengineering.com MARTIN , '61756 Copyright ©2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: NDM PROJECT NO. 10-2651 Clubhouse Power and Svstems Plan E18,41 `°�r��rFtltiil, -, ,-,I- 7T - PANEL A SERVICE 120/24OV-10-3W MINIMUM BREAKER AIC 22,Qo0A LOCATION JANITOR/MECHANICAL RATING 400A M.L.O. MOUNTING RECESSED ROOM LOAD DESCRIP1ION BKR KVA CKT, NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OA OB TRIP POLES M-AHU-1 30 2 3.2 1 2 0.0 30 2 M-CU-1 (1) M- - - 3.2 3 4 0.0 - - M- M-AHU-2 50 2 4.8 5, 6 0.0 1 50 2 M-CU-2 (1) M- - - 4.8 7 8 0.0 - - M- M-AHU-3 50 2 4.6 9 10 0.0 40 2 M-CU-3 (1) M- - - 4.6 11 12 0.0 - - M- E -ELECTRIC WATER HEATER 40 2 3.0 13 14 .30 20 1 M-CP-1 E- - - 3.0 1516 1.0 20 1 R-WORKSTATION L-COPY, MANAGER, LEASE,CONF. 20 1 1.2 17 18 1.1 20 1 1 L-LAUNDRY, BUSINESS, KIT, JAN. L-CLUB ROOM 20 1 1.1 1119 20 .50 20 1 L-EXTERIOR LIGHTS L-ACTIVITY & EXAM ROOM 20 1 0.8 21 22 1.5 20 1 L-RESTROOMS, FITNESS RM L-FITNESS ROOM 20 1 1.0 123 24 .90 1 20 1 R-MANAGER'S OFFICE R-COPY ROOM/MECH. RM. 20 1 0.90 25 26 1.5 20 1 R-COPIER R-LEASING OFFICE 20 1 .72 27 28 .60 20 1 R-BUSINESS AREA R-CONFERENCE ROOM 20 1 .72 29 301 1.0 20 1 R-BUSINESS OFFICE L-SITE LIGHTING 20 1 2 .74 131 321 1.2 20 1 L-BUILDING LIGHTING L- - - .74 33 34 .90 20 1 1 R-CLUB ROOM, EXTERIOR L-SITE LIGHTING 20 1 .80 35 36 5.0 60 2 E-VAC-PAC POOL PANEL R-CLUB ROOM RECEPTACLES 20 1 .90 37 38 5.0 - - E- L -SIGN LIGHTING 20 2 0.8 39 40 0.8 20 2 L-SITE LIGHTING L- - - 0.8 1 4142 0.8 - - L_ TOTALS 20.9 21.0 12.1 10.0 SERVES CONN. LOAD - KVA D.F. CALL. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 12008 1.25 15.10 RECEPTACLES - IIST 10 KVA 9.14 1.00 1 9.14 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 25.50 1.00 25.50 EQUIPMENT 17.20 1.00 17.20 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTALS 63.92 66.94 CALCULATED AMPS: 279 LIGHTING I E SCHEDULE TYPE DESCRIP91ON TOTAL LAMPS MOUNTING NO. WATTS TYPE WATTS CA 2'x4' CLOUD FIXTURE WITH ACRYLIC DIFFUSER, WHITE CHASSIS AND 64 2 32 F032/835/X SURFACE (2) 32W T8 LAMPS. ADVANCE LIGHTING TECNOLOGY #EB1280E CB 1'x4' SURFACE MOUNT FIXTURE WITH PRISMATIC LENS AND (2) 34W 64 2 32 T8 SURFACE T12 LAMPS. UTHONI4 LIGHTING #SB23212ORE CC SURFACE MOUNT WALL BRACKET WITH F2OT12 LAMP. 40 2 20 T12 WALL INCON LIGHTING #52112220 CD 7" APERTURE DOWNLIGHT WITH ALZAK REFLECTOR AND (2) 18W 56 2 26 26W QUAD RECESSED QUAD TUBE LAMPS. LIGHTOLIER #1104S2632ES/1113TCL. IC RATED CD1 7" APERTURE DOWNLIGHT WITH ALZAK REFLECTOR AND (2) 13W 26 2 13 13W QUAD RECESSED QUAD TUBE LAMPS. LIGHTOLIER 13ES104F1 # 11113TCL. IC RATED / CE 7" APERTURE DOWNLIGHT WITH FRESNEL LENS, 32W TRT LAMP, WET 32 1 32 32 TRT RECESSED LOCATION LISTED. LIGHTOLIER #110132U/1113 2'x2' CLOUD FIXTURE WITH ACRYLIC DIFFUSER, WHITE CHASSIS 41 2 18 F028/SS SURFACE CF AND (2) 18W T8 U6 LAMPS. LITHONIA MODEL 10651 RE ENERGY STAR RATED CEILING FAN FIXTURE. MONTE CARLO MODEL CG #5FWR52BRD-L Fair►vood 7 Light Ceiling Fan. Glass:Champagne 180 - - - SURFACE Scavo, Body Finish: British Bronze, Blade Finish: Carved Dark Walnut CH GILDED IRON PENDANT MOUNTED FIXTURE. PROGRESS #P5538-71 75 3 25 B10 PENDANT CJ WALL MOUNTED FIXTURE, WET LOCATION LISTED. 50 2 25 B10 WALL PROGRESS #P5835-71 ILLUMINATED EXIT SIGN CONSISTING OF POLYCARBONATE BODY, X UNIVERSAL MOUNTING, 3/4"x6" RED LETTERS, BUILT-IN REPLACEABLE 4 N/A N/A N/A UNIVERSAL CHEVRONS, ILLUMINATION BY BUILT-IN LEDS PROVIDING EVEN ILLUMINATION OF LETTERS WITHOUT BRIGHT SPOTS. EQUIP WITH SEALED NICKEL -CADMIUM BATTERY. U.L. LISTED FOR DAMP LOCATIONS, 120 VAC OPERATION, LITHONIA "QUANTUM" SERIES XA EMERGENCY BATTERY PACK FIXTURE WITH TWO HEADS, WITH BATTERY AND CHARGER PROVIDING ONE AND ONE HALF HOURS OF FULL 20 2 10 HALOGEN WALL OUTPUT OPERATION ON BATTERY. LITHONIA QUANTUM SERIES NOTES: PANEL B LOCATION JANITOR/MECHANICAL ROOM SERVICE RATING 120/24ov-1 0-3W 225A, MLO MINIMUM BREAKER AIC 22,000A MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OA OB TRIP POLES A -DRYER 30 2 2.5 1 2 8.0 90 2 A -DRYER A- - - 2.5 3 4 8.0 - - A- A -DRYER 30 1 2 2<5 5 6 1.5 1 20 1 A -WASHING MACHINE A- - - 2.5 7 8 1.0 20 1 E-GATE OPERATOR A -DRYER 30 2 2.5 9 101 0.6 20 i L-SIGN LIGHTING A- - - 2.5 11 12 0.5 20 1 L-SITE LIGHTING A -WASHING MACHINE 20 1 1.5 13 14 1.5 20 1 A -WASHING MACHINE A -WASHING MACHINE 20 1 1.5 15 16 1.5 20 1 A -WASHING MACHINE A -WASHING MACHINE 20 1 1.5 17 18 0.5 20 1 E-DACT R-LAUNDRY ROOM, EXTERIOR 20 1 0.4 1191201 1.0 20 1 _ A -GARBAGE DISPOSAL A -KITCHEN APPLIANCE 20 1 1.5 21 22 0.6 20 1 R-ENTRY, PORCH A -KITCHEN APPLIANCE 20 1 1.5 23 24 1.5 20 1 j R-FITNESS ROOM -REFRIGERATOR 20 1 1.2 25 26 1.0 20 1 R-FITNESS ROOM .A R-FITNESS ROOM 20 1 1.0 27 28 1.0 20 1 R-ELECTRIC WATER COOLER R-FITNESS ROOM 20 1 1.0 29 30 0.7 20 1 R-RESTROOMS-GFCI R-EXAM ROOM 20 1 0.9 31 32 1.0 20 1 1 R-ACTIVITY ROOM A -DISHWASHER 20 1 1.5 33.34 0.7 20 1 R-ACTIVITY ROOM R-TREADMILL 20 1 1.5 35 36 1.0 60 2 R-FITNESS ROOM R-TREADMILL 20 1 1.5 37 38 0.6 I 20 1 SECURITY OUTLET E-VENDING MACHINE 20 1 1.2 39 40 0.2 20 1 S-SPARE E-VENDING MACHINE 20 1 1.2 1 41 42 0.0 20 1IS-SPACE TOTALS 18.4 15.5 15.7 16.7 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 1.10 1.25 1.38 RECEPTACLES - 1ST 10 KVA 10.00 1.00 10.00 RECEPTACLES - ABOVE 10 KVA 3.80 0.50 1.90 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 3.90 1.00 3.90 APPLIANCE 46.70 0.65 30.36 SPARE/SPACE 0.80 1.00 0.80 OTHER 0.00 1.00 0.00 TOTALS 66.30 1 48.33 CALCULATED AMPS: 201 PANEL MDP SERVICE 120/24OV-10-3W MINIMUM BREAKER AIC 22,Qo0A LOCATION CLUBHOUSE EXTERIOR RATING - 800A M.C.B. MOUNTING SURFACE NEMA 3R ' BKR KVA CKT. KVA BKR LOAD DESCRIPTION I NO. LOAD DESCRIPTION TRIP IPOLES OA I OB OA OB TRIP POLES 0-PANEL C 125 2 11.7 1 1 2 24.7 225 2 O-PANEL B 0- - - 11.7 3 4 24.7 - - 0- 0-PANEL A 400 2 33.4 5 6 1 0.0 20 1 S-SPARE 0- - - 33.4 7 8 0.0 - - SPACE SPACE - - 0.0 9 10 0.0 30 2 O-SURGE PROTECTIVE DEVICE SPACE - - 0.0 11 12 0.0 - - 0- d a n r a -- -,LL a F a a r ,.; ' , ` .r Y777\ � , .' =- - ' p e 47 r .w a' a v ®±,,ra .P a -8 sF y Sb' " �'eA ^'4. .r :'�P �4:'° w' a ✓' a @. v. d° h, Vv .€'a f. �. . \ nz P. TOTALS 45.1 45.1 24.7 24.7 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. XX LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 139.60 1.00 139.60 TOTALS 139>60 139.60 CALCULATED AMPS: 582 PANEL, C SERVICE 120/24OV-10-3W MINIMUM BREAKER AIC 22,000A LOCATION CABLE ROOM RAVING 125A M.L.Q. MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0 OB OA OB TRIP POLES M-AHU-4 15 2 .05 1 2 1.0 20 1 R-EQUIPMENT-CABLE ROOM M- - - .05 3 4 i 1.0 20 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 20 1 1 1.0 1 5 6 1.0 20 1 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 20 1 1.0 7 8 1.0 20 1 R-EQUIPMENT-CABLE ROOM M-CU-4 35 2 2.0 9 10 .25 20 1 L-EXTERIOR BLDG LIGHTING M- - - 2.0 11 12 .53 20 2 L-ENTRANCE LIGHTING L-PICNIC PAMLLION 20 1 .30 13 14 .53 - - L- R-WORKSTATION 20 1 1.0 15 16 .45 20 2 L-ENTRANCE LIGHTING R-CLUB ROOM 20 1 •90 17 18 .45 - - L- R-BUSINESS OFFICE 20 1 0.6 19 20 0.2 20 1 S-SPARE E-J/BOX CARD READERS 20 1 0.12 21122 .25 20 1 L-MAIL KIOSK R-EQUIPMENT-CABLE ROOM 20 1 1.0 23 241 1.0 30 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 20 1 1.0 25 26 1.0 30 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 20 1 1.0 27 28 1.0 30 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 20 1 1.0 29 301 1.0 30 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 30 1 1 1.0 31 32 1.0 30 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 30 1 1.0 3334 1.0 30 1 R-EQUIPMENT-CABLE ROOM S-SPARE 20 1 - 35 36 0.1 30 1 S-SPARE S-SPACE - - - 37 38 - - - S-SPACE S-SPACE - - - 39 40 - - - S-SPACE S-SPACE - - - 41142 - - I -IS-SPACE TOTALS 7.4 7.7 6.5 6.8 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. XX LIGHTING 2.76 1.25 3.45 RECEPTACLES - 1ST 10 KVA 10.00 1.00 10.00 RECEPTACLES - ABOVE 10 KVA 11.22 0.50 5.61 MECHANICAL 4.10 1.00 4.10 EQUIPMENT 0.12 1.00 0.12 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.10 1.00 0.10 OTHER 0.00 1.00 0.00 TOTALS 28.30 23,38 CALCULATED AMPS: 97 SERVICE LOAD CALCULATION PER NEC ARTICLE 220 CONNECTION (KVA) X DEMAND (KVA) LIGHTING 12.70 1.0 12.70 +25% LTG. 3.18 RECEPTACLES 16.92 FIRST 10KW 01.0 10.00 REMAINDER 00.50 8.51 APPLIANCE LOADS 46.70 00.75 35.03 EQUIPMENT 12.90 01.0 12.90 HVAC LOADS MOTOR LOADS 4.75 HEATING LOAD 21.00 COOLING LOAD 14.71 LARGER OF HEAT & COOL 21.00 01.0 21.00 SUBTOTAL 103.32 +ALLOWANCE FOR POOL EQUIPMENT (10KVA) 1.25 12.5 +25% LGST MOTOR 0.40 +OTHER LOADS (PANEL C) 23.4 TOTAL 139.62 KVA 139.62 KVA 024OV-10-3W = 582A TOTAL 582A USE 800A (3) RUNS OF (3)350 KCM AL, A = 750A METER SINGLE LINE DIAGRAM NOTES: 1 • 3-SETS: 3-#350 KCMIL, THWN AL, 3"C. EACH. 2• 2-SETS: 3-#250 KCMIL, 1-#2 GND, THWN AL, 2-1/2"C. EACH. 3. 1-#3/OGND, THWN Cu, 3/4"C. 4. 3/40" x 10' LONG COPPERCLAD GROUND ROD, 5. 3-#10, 1-#10GND, THWN Cu, 3/4"C. 6. 800 AMP, 2P, S/N, ENCLOSED CIRCUIT BREAKER, NEMA 3R ENCLOSURE, AIC=22,000 AMP. 7. NEUTRAL BUS. 8. GROUND BUS. 9. #2/ 0 GROUND TO NEUTRAL BUS TIE. lE. 10. (3) #2/0 AL, (1) #6 GRD AL IN 2' CONDUIT. 11. (3) #300 KCMIL, (1) #2 GRD, THWN AL IN 2-1/2' CONDUIT. 12. 3#4, 1 #8G, AL 1 "C MAIN PANEL A PANEL PANEL BEAKER B C 5 9 11 10 7 SURGE ARRESTOR I FINISHED GRADE _ -`-TO VAC -PAC POOL `TO POWER EQUIPMENT EXACT COMPANY LOCATION TO BE TRANSFORMER, 4 BLDG. DETERMINED BY THE 120/24OV, 1 PH, METAL STEEL POOL CONTRACTOR 3W SERVICE C.W.P. SINGLE LINE DIAGRAM - POWER NO TO SCALE ..ittllll.._ 17 ST O SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL• (407) 767-5188 Baldwin Park, FAX: (407) 767-5772 Orlando, Florida 32814 j+ CA-00006208 i� Project number. 2010-090 www.sgmengineering.com Copyright ©2010 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC: PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: SET DISTRIBUTIONS: SHEET REVISIONS: NDM PROJECT NO. 10-2651 Clubhouse Schedules and Risers � R*]EAPA' F 1rF;X �j�llllltltt\�` -- - - �- H _. i_- FORUMN WOOD STRUCTURAL PANEL (PLYWOOD) M FOUNDATION N GENERAL M CODE COMPLIANCE 01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING, EXP. 1, APA IDENTIFICATION 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY FLORIDA FIRE PREVENTION CODE (FFPC): 2007 EDITION INDEX 32/16, OR BETTER. GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES, INC DATED SEPTEMBER 24, 2007. SHOULD ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO FLORIDA BUILDING CODE BUILDING (FBC-B): 2007 EDITION W/2008 AMENDMENTS CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF PROCEEDING WITH THE WORK. AND ALL OTHER APPLICABLE CODES. 02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING ZONE PLAN. WORK. 03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 05 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. MICROLLAMO OR PARALLAM® BEAMS 01 MICROLLAMO OR PARALLAM@ BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. 02 MICROLLAM® BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9 X 10^6 PSI FB = 2,600 PSI FT = 1,555 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 03 BEAMS MUST BE LATERALLY SUPPORTED AT TOP, 04 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS. 05 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TRUSSES 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES. 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. v N 0 ti 0 cu 0 0 N co co 0 0 INV 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2" FOOTINGS 3" I GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER 1-FOOT BELOW PAVEMENTS SHOULD BE COMPACTED TO 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 1'-6" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 1'-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL L ENGTH OF AT LEAST 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x T-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6" INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. . LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9.1 OF CHAPTER 23 OF THE 2007 FBC. 05 JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT 'TIMBER CONNECTIONS' BELOW: i) A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA. STAINLESS STEEL BOLTS AT T-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED 00 PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. II) A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER, JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 04 DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR ROUGH OPENING AT STUD WALLS. 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. ® GENERAL - SITE WORK 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. A F THE FOLLOWING ITE RE REQUIRED ITEM BUT NOT LIMITED TO: SITE 02 THE CONTRACTOR SHALL PROVIDELL 0 S QU S, 0 UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL; ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE_ ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 0 GENERAL - STRUCTURAL 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING. B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT ! ENGINEER. i ACCESSIBILITY IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND FLORIDA ACCESSIBILITY CODE. MAIL KIOSK BUILDINGS SUMMARY BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA MAIL KIOSK 1 - - - - 249 S.F. 249 S.F. ® CODE COMPLIANCE FOR MAIL KIOSK OCCUPANCY TYPE U UTILITY CONSTRUCTION TYPE V-B AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED 12'-5 3/8" MEAN HEIGHT 40' MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY MAXIMUM AREA 5,500 S.F. 249 S.F. FIRE PROTECTION (FBC-B TABLES 601 & 602): 0 HR 0 HR INTERIOR BEARING WALLS INTERIOR NON -BEARING WALLS 0 HR 0 HR COLUMNS 0 HR 0 HR BEAMS, GIRDERS &TRUSSES 0 HR 0 HR FLOOR/CEILING ASSEMBLY 0 HR 0 HR ROOF/CEILING ASSEMBLY 0 HR 0 HR EXTERIOR BEARING WALLS 0 HR 0 HR EXTERIOR NON -BEARING WALLS 0 HR 0 HR ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL iET DISTRIBUTIONS: EDITED BY: AD i PROJECT NO. 10-2651 z N a ry Mail Kiosk 2 General Notes & w z Code Compliance w U w I U A 19.21 0 LL rail 1x4 10 07 11 1 ® MAIL KIOSK WALL ASSEMBLIES TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION TYP. TYP. RC-1 W-1 1. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT I 1. FIBER CEMENT HORIZONTAL LAP SIDING / CEMENT BOARD SHINGLES ON 30# FELT PANEL & TRIM OVER BUILDING WRAP. 2. 1/2" CDX EXTERIOR GRADE SHEATHING 2. 7/16" OSB WALL SHEATHING (15/32" P.T. PLYWD. SHEATHING NON 3. ROOF TRUSSES @ 24" O.C. NON FIRST 4') RATED 4. (1) LAYER 5/8" EXTERIOR GRADE GYPSUM SHEATHING RATED!I 3. WOOD STUD PER FRAMING PLAN @ 16" O.C.. I EXT. � INT. Typ. @ All Columns 12 �6 W _ w CO ®_ c � UL u) O r 0' � Q 10'-0" TRUSS BRG. 10 1x4 10 (2)1x8 AL 0'-0" 1 /2"=1'-0" TRUSS BRG. 05 M NN Mail Kiosk Rear Elevation Mail Kiosk Front Elevation 1 /4"=1'-0" 7 A19.22 1 /4"=1'-0" ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A19.21 FOR GENERAL NOTES B CONTRACTOR TO PROVIDE AND INSTALL MAILBOXES AND PARCEL LOCKERS THAT COMPLY WITH THE U. S. POSTAL SERVICES 4C STANDARDS, (USPS STD-4C) C CONFIGURATION OF MAILBOXES IS BASED ON AUTH-FLORENCE STANDARD BOXES. LAYOUT SHOWN PROVIDES MIN. OF 264 TENANT BOXES & 27 PARCEL BOXES D ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE ® KEY NOTES ® BUILDING TYPE: MK ATTIC SPACE: MAY NOT BE REFERENCED ON THIS SHEET 01 AUTH-FLORENCE CS4CFT2-20, USPS APPROVED, REQUIRED NFA VENTILATION Attic area (Including Soffit): 340 SF FRONT LOADING MAIL (20) & PARCEL (2) BOXES. NFA reqd (Attic Area / 150): 2.27 SF Total reqd ventilation area in SI (Net Free Area X 144): 326.4 Si Upper portion reqd (Total Reqd Vent Area X 50%): 163.2 SI 02 ONE PIECE CORNER TRIM 1x4x4 Lower portion reqd (Total Reqd Vent Area - Upper Portion): 163.2 SI PROVIDED NFA VENTILATION - UPPER 03 ROOF ASSEMBLY. SEE SHEET A19.22 FOR DETAILS (2 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI (0 ) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 0 SI Total Provided: 276 SI 04 FASCIA: PROVIDE CONTINUOUS ALUM. CLAD, PLUMB PROVIDED NFA VENTILATION - LOWER CUT 2x8 WITH ALUM. DRIP EDGE. COLOR TO BE MFR: Hardie Model: Perforated Cement Board Soffit SELECTED BY OWNER Total soffit material to be used: 70.75 LF NFA of soffit material per LF: 5 / LF Total provided: 353.75 SI 05 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT SAVE OVERHANG WITH INSECT SCREEN 06 PROVIDE ALUM. GUTTERS & DOWN SPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER 07 FIBER CEMENT PANEL 08 2206 ATTIC ACCESS PANEL. CONTRACTOR TO COORDINATE LOCATION 09 EXT. RATED, RECESSED CAN, LIGHT FIXTURES 03 04 05 06 10 FIBER CEMENT TRIM BOARD 11 FIBER CEMENT HORIZONTAL LAP SIDING ®PLANS LEGEND W MAY NOT BE REFERENCED ON THIS SHEET 04 0- 770 (0 �Illlllls C1__D DOWNSPOUT 19.23 S19. Mail Kiosk Roof Plan 1 /4"=1'-0" 17'-6" 8'-0'' 1'-4" 1'-10" 11'-2" 1'-10" 1 1-4" —--SQFFlT --- ---- --- - ❑ w � TYP. ❑ — — — - - — -- — - -- -- — — — P i I 08 7 i 1 I I \Xf I I VERIFY R.O. W7mG. I I I! 09 I I REQUIREMENT 0 N I I I I T i I I I `14 I C° O IFI i `O TYP I I[Uil.OL I I 10'-0" i I I o VERIFY R.O. W/ MFG. CEILING I I REQUIREMENT F I I I --------------- 4 3 6 S19.23 S19.23 S19.2 Mail Kiosk Side Elevation Mail Kiosk Reflected CeilingPlan Both Sides Similar @i Mail Kiosk Floor Plan Verify R.O. W/Manufacturer 1/4"=1'-0" RECESSED CAN LIGHT FIXTURE r—a` --- —e-1 X� i ATTIC ACCESS PANEL FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 i fax: 407.830.4143 AA0002731 I www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL 0 W c 0 N 0 U 7 U 0 a L / Y g N m N m O O W 0-1 z PROJECT NO. 10-2651 z 0 w Mail Kiosk ° Plans, Elevations, & w Details w U w F U Al 9.22 D 0 LL Q F I I I r T-1i . 7I: 1-1IF-,,,,l k.1130 u4 41 Pita kll.k,,iXT-7 I iVi,-IFllll lTat! ,., i o - i: i � --- It � - 1 I-- T i __ T --1-T 00 a� 0 U) a L0 1p M CD 00 c 0 v 0 a Im '0 f 2 PANELEDGES PANEL FIELD 0 8d NAILS @ 4" OC 8d NAILS @ 8" OC Q 8d NAILS @ 4" OC 8d NAILS @ 6" OC (D 8d NAILS @ 4" OC 8d NAILS @ 4" OC NOTE: USE 10d RING SHANK NAILS IN ZONE 3 IF MEAN ROOF HEIGHT IS GREATER THAN 25'-0" Roof Fastening Zone Plan Typical Column Section PER CHEDUL . Detail 1 /1 6ii=1 i-O" co 3/4"=1'-0" FOOTING SCHEDULE REINFORCEMENTS SIZE COMMENTS MARK BOTTOM TOP L W D SHORT BAR LONG BAR SHORT BAR LONG BAR it 3 TIES I F-1 CONT. CONT. MIN. @ 3 - #5 --- 1- #5 F-2 28" 28" 2"' #3 @ 24" O.C. 3 - #5 -- 145 MIN. F-3 CONT. 12" 22iiMIN. --- 145 #5 --- --- 1 /2" SEE PLAN eo'-oil W - r SLOPE GRADE a w w +, U CO ® r EXTEND TURNDOWN AS REQ. PER GRADING PLANS TO MAINTAIN MIN. DEPTH 02 PER BELOW FIN. GRADE. SCHEDULE COORDINATE W/ CIVIL DWGS. �t.�Deta 11 FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. Slab Edge Detail SEAM ABOVE Column Detail Mai�IKi os�kS ection 1 1 /2"=1'-O" BEAM ABOVE 1x4 1 1 /2"=1'-O" � � t 0'-0" 0'-0" SLOPE --� �- ' f`-_ uJ LU� of LU 0 co 41 - 02 PER SCHEDULE 01 Ft ■ Detail 3/4"=1'-0" °� 3/4"=1'-Oil IVlail Kiosk Roof Framing Plan 1 /4ii= 1 1-011 17'-7" 1 1 i-51i 1'-5" 1'-9" L. 1 1'-3ii 11-91 J�-------0-11/2"- L _ F-2 lE.O.S. TYP. F-a_1 co of 0'-0" f I I - ------- f ---FF-1co ti U_ ! EL I I LL ! L--_.--------J F-1 I L---------------J a r M LF-2 V'� _ J n, �, rF 1 i I ura L-� ---_-------- �� r' F-3- 0'-0" -0'-1 1/2" TYP. E.O.S. TYP. Flail Kiosk Foundation Plan 5 S 19.23 • 0 ROOF DESIGN FACTORS ® SHEET NOTES ROOF SLOPE = 70<RS<270 MAY NOT BE REFERENCED ON THIS SHEET L = 17.5 FT A REFER TO SHEET Al9.21 FOR GENERAL FOUNDATION B = 14.25 FT NOTES EAVE = 10.0 FT MEDIAN ROOF HGT = 12.5 FT B REFER TO SHEET Al9.21 FOR GENERAL FRAMING END ZONE STRIP = 3.0 FT NOTES ROOF ZONE WIND PRESSURE C REFER TO SHEET Al9.22 FOR ASSEMBLIES ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+I-) _ _ ® KEY NOTES 10 1.0 20.3 -32.3 MAY NOT BE REFERENCED ON THIS SHEET 20 1.0 18.5 -31.4 ZONE 1 50 1.0 16.1 -30.2 01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED 100 1.0 14.3 -29.3 SLAB ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER > 100 1.0 14.3 -29.3 TERMITE TREATED, WELL COMPACTED SOIL. BROOM 10 1.0 20.3 -56.2 FINISH ALL 20 1.0 18.5 -51.7 ZONE 2 50 1.0 16.1 -45.7 02 FOUNDATION REINFORCEMENT PER SCHEDULE 100 1.0 14.3 -41.2 > 100 1.0 14.3 -41.2 03 2X P.T. BOT. PLATE 10 1.0 20.3 -83.1 20 1.0 18.5 -77.7 04 REFER TO SCHEDULE FOR STUD REQUIREMENTS @ ZONE 3 50 1.0 16.1 -70.5 EACH END OF BEAMS 100 1.0 14.3 -65.1 > 100 1.0 14.3 -65.1 - 05 PREFAB WD. ROOF TRUSSES @ MAX. 24" O.C., SIMPSON H5 @ EA. TRUSS BRG., (1) SIMPSON MTS12 ROOF OVERHANG WIND PRESSURE OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) NOTED ON PLAN 10 1.0 -65.7 06 (1) SIMPSON H10 EACH TRUSS, H14 OR MTS 12 + H5 20 1.0 -65.7 AT GIRDER TRUSS TO DOUBLE TOP PLATE ZONE 2 50 1 A -65.7 CONNECTION (UNLESS OTHERWISE NOTED) 100 1.0 -65.7 > 100 1.0 -65.7 - 07 (2) SIMPSON LTSA24'S EACH END OF BEAM TO STUDS 10 1.0 -110.6 20 1.0 -99.8 08 SIMPSON HTT16 W/ 1/2" A.B W/ 7" MIN. EMBED ZONE 3 50 1.0 -85.5 100 1.0 -74.7 > 100 1.0 -74.7 09 1/2" DIA. ANCHOR BOLT, 7" MIN. EMBEDMENT @ 18" O.C. WALL OPENING PRESSURE 10 SIMPSON SP1 & SP2 @ TOP & BOTTOM OF STUDS, ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+I-) TYP. 10 1.0 35.3 -38.2 20 1.0 33.7 -36.7 11 5/8" EXT. GRADE GWB W/ KNOCKDOWN FINISH ZONE 4 50 1.0 31.6 -34.6 100 1.0 30.0 -33.0 12 ONE PIECE CORNER TRIM 1x4x4 > 100 1.0 30.0 -33.0 10 1.0 35.3 -47.2 ! 13 FIBER CEMENT PANEL 20 1.0 33.7 -44.0 ZONE 5 50 1.0 31.6 -39.8 14 FIBER CEMENT TRIM BOARD 100 1.0 30.0 -36.7 > 100 1.0 30.0 -36.7 15 EXPANSION JOINT:1/2" THICK X 4" WIDE CONT. *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE BITUMINOUS MATERIAL WHERE SLABS ABUT EACH PRESSURES ASSOCIATED WITH SMALLER AREA OTHER STRAPPING SCHEDULE 16 ISLAND/CURB: ALL COLUMN FRAMING TO BE SET ON UPLIFT REQ CONNECTOR CONCRETE RAISED ABOVE ADJACENT PORCH SLAB MODEL NO. MAX LOAD LEVEL TO FINISH FLOOR 0-720 LBS LTS 12 720 LBS L E G E N D 720-1000 LBS MTS12 1000 LBS 1000-1455 LBS MTS12 + (1) H5 1455 LBS MAY NOT BE REFERENCED ON THIS SHEET 1455-2000 LBS (2) MTS12 2000 LBS _ _- _ _ EDGE OF FOOTING BELOW 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS SINGLE -PLY GIRDER (1) HTS20 1450 LBS EDGE OF SLAB DOUBLE -PLY GIRDER (2) HTS20 2900 LBS HEADER OR BEAM DESIGN CRITERIA PER CODE (MINIMUM) WALLS BELOW BASIC WIND VELOCITY = 11 O MPH IMPORTANCE FACTOR = 0.77 EXPOSURE CATEGORY = B INT PRESSURE COEFFICIENT = 0.0 ® DESIGN CRITERIA FOR PROJECT BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B INT PRESSURE COEFFICIENT = 0.0 ® ROOF TRUSS LOADING T CLL = 20 TCDL = 15 BOLL- BCDL = 10 TOTAL = 45 USI- SPACING = 24" OC ■ BEAM / HEADER ANCHORAGE HEADER SIZE HEADER TO SUPPORT STUDS UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) 4'-l" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) > 8'-1" (2) SIMPSON MST127 ((1) ON EACH SIDE) ® BEAM /HEADER LEGEND Alk TA c wren 111011 TAG SIZE DESCRIPTION i1=111= wv ENGINEERING B-1 (2) 2xl2 #2 SYP W/ 7/16" FLITCH PLATE U1=1 ;:P1 GROUP i�,_ �av B-2 (2)1-3/4"xl l -1 /4" LVL FL CofA #7992 ® BEAM / HEADER SUPPORT SCHEDULE 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 JACK STUDS KING STUDS Web Site: www.mgmclaren.com HEADER SIZE PER SIDE PER SIDE REMARKS 7 F UP TO 4'-0" 1 1 UNO •NN■ ��,, 4'-1" TO 8'-0" 2 2 UNO '• > 8'-1" 3 3 UNO **MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP t LEVEL TO FOUNDATION • _ ••.._ORI®P FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0811800 Bid &Permit Set i i i SHEET REVISIONS: i i IROJECT NO. 10-2651 S19.23 /'/4ii=1 i-011 3/8 "= 1 1-6ii 1 /4"=1'-0" 'e; �w :HTS TO AA PHOTOCELL /IV eyVLVDVIVVJG b-22 � • - � ': (:, i 1. l 1 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS REMARKS AB 8" RECESSED DOWNLIGHT, CLEAR ALZAK REFLECTOR, ELECTRONIC BALLAST 120 2-26W DTT 3000K FIXTURE TO BE LABELLED FOR DAMP LOCATION F>;,MAFt 4*1ii .c 0 ?,, `���••''���iE��'•�r. ,i SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N GI N E E R S '1, $ T OF �' ir 935 Lake Baldwin Lane TEL:- 407 767-5188 Baldwin Park, FAX: (407) 767-5772 E P . ; Orlando, Florida 32814 CA-00006208 Project number. 2010-090 SSA i�� www,sgmengincering.com NE 'fq �FL61756 Copyright @2010 SGM Engineering, Inc. 3 m a e FORUME 2 ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN c 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: NDM U i PROJECT NO. 10-2651 z LU Mail Kiosk R Electrical Plan z 9 00 0 0 0 N 00 co 0 0 Wl CONCRETE MASONRY UNITS FOUNDATION 01 ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90, GRADE 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A N, TYPE 1, WITH MINIMUM COMPRESSIVE STRENGTH OF UNITS =1,900 PSI ON NET AREA, WITH ASSUMED GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES INC DATED SEPTEMBER 24, 2007. SHOULD DESIGN COMPRESSIVE STRENGTH, F'M =1,500 PSI. UNITS MAY BE FABRICATED EITHER WITH NORMAL WEIGHT CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF AGGREGATE (C33) OR WITH LIGHTWEIGHT AGGREGATE (C331). WORK. 02 ALL UNITS SHALL BE PLACED IN RUNNING BOND. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 MORTAR SHALL BE TYPE M OR S. MIX 1 PART PORTLAND CEMENT,1/4 TO 1/2 PART HYDRATED LIME AND 2-1/4 TO 3 PARTS SAND, MIXED ON SITE. 04 STORE ALL UNITS OFF GROUND TO PREVENT CONTAMINATION. COVER MATERIALS TO PROTECT FROM THE ELEMENTS. 05 NO AIR -ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, SUCH AS CALCIUM CHLORIDE SHALL BE ADDED TO MORTAR. 06 ALL WALLS OR PILASTERS SUPPORTING STEEL AT BEARING PLATES SHALL BE GROUTED SOLID FOR FOUR COURSES IN DEPTH FOR A WIDTH OF 32". 07 DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL MORTAR HAS ATTAINED MAXIMUM STRENGTH. WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR CONSTRUCTION IS IN PLACE, PROVIDE TEMPORARY BRACING. 08 THE FIRST BLOCK COURSE ON FOOTING SHALL BE FILLED SOLID WITH CONCRETE, UNLESS NOTED OTHERWISE IN DRAWINGS. 09 VERTICAL CONTROL JOINTS SHALL BE PLACED SUCH THAT THE RATIO OF JOINT SPACING (L) DIVIDED BY WALL HEIGHT (H) DOES NOT EXCEED 3.0. IN NO CASE SHALL SPACING EXCEED 50 FEET. CONTROL JOINTS SHALL BE CONSTRUCTED USING SASH BLOCKS AND DUR-O-WALL PREFORMED REGULAR RAPID CONTROL JOINT (OR EQUAL OF EXTRUDED RUBBER). WALL REINFORCING SHALL BE DISCONTINUOUS AT JOINTS. VERTICAL JOINTS SHALL BE LOCATED AS FOLLOWS: A CHANGES IN WALL HEIGHT. B AT CONSTRUCTION JOINTS IN FOUNDATION, IN ROOF AND IN FLOORS. C AT CHASES AND RECESSES FOR PIPING, COLUMNS, FIXTURES, ETC. D AT ABUTMENT OF WALL AND COLUMNS. E AT RETURN ANGLES IN'L','T' AND'U' SHAPED STRUCTURES. F AT ONE OR BOTH SIDES OF WALL OPENING. 10 CMU WALLS SHALL BE REINFORCED WITH TRUSS TYPE REINFORCING OF 9 GAGE ASTM A82 WIRE, GALVANIZED , AT 16" ON CENTER (VERTICALLY), AND AT THE FIRST AND SECOND BED JOINTS ABOVE AND BELOW WALL OPENINGS. 11 ALL MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOADS OF 25 PSF. NOTE THAT FLOOR AND ROOF DIAPHRAGMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS. UNTIL THESE ARE IN PLACE, MASONRY WALLS SHALL NOT BE BUILT HIGHER THAN 10 TIMES THEIR THICKNESS WITHOUT BRACING. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 6" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2" FOOTINGS 3" 1 GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 98% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER 1-FOOT BELOW PAVEMENTS SHOULD BE COMPACTED TO 98% OF MODIFIED MAXIMUM PROCTOR DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 1'-6" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 1'-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x T-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6 INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. GENERAL E CODES 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 04 DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. FLORIDA BUILDING CODE - BUILDING 2007 W/APPLICABLE SUPPLEMENTS FLORIDA FIRE PREVENTION CODE 2007 EDITION NATIONAL ELECTRIC CODE 2008 EDITION ACCESSIBILITY IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND FLORIDA ACCESSIBILITY CODE. SUMMARY BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA TRASH COMPACTOR ENCLOSURE 1 908 SF 908 SF ® CODE COMPLIANCE OCCUPANCY TYPE U UTILITY CONSTRUCTION TYPE V-B AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED MEAN HEIGHT 40' 9'-4" MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY MAXIMUM AREA 5,500 SF 908 SF 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE FIRE PROTECTION (FBC-B TABLES 601 & 602): NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. INTERIOR BEARING WALLS 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR INTERIOR NON -BEARING WALLS ROUGH OPENING AT STUD WALLS. COLUMNS BEAMS, GIRDERS & TRUSSES 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA FLOOR/CEILING ASSEMBLY TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT ROORCEILING ASSEMBLY SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY EXTERIOR BEARING WALLS SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT EXTERIOR NON -BEARING WALLS DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. SITE WORK 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE; SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. GENERAL - STRUCTURAL 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A SEE DESIGN CRITERIA ON STRUCTURAL DRAWING. B FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0HR 0 HR 0 HR 0 HR FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08118110 Bid & Permit S t EDITED BY: JT PROJECT NO. 10-2651 �z 0 LU Trash Compactor W Enclosure F General Notes & W Code Compliance U W F I U ry ry A 19.31 LL - - _ - - - - _ 00 T M 0 CO a 0 M O t4 O O N 00 C O N O IN7 SLOPE 2s I 0 1 Plan s s i Front Elevation 9'-4" 09 02 10 0'-0" 3"=1'-0" 3"=1'-0" 9'-4" 1 /4"=1'-0" �, 9'-4" 1 /4"=1 '-0" Left Elevation Right Elevation 36'-8„ Trash Compactor Enclosure Floor Plan 1 /4"=1'-0" 1 /4"=1'-0" 1 /4"=1'-0" ® SHEET NOTES A REFER TO SHEET A19.31 FOR GENERAL FOUNDATION NOTES B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT C ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS E REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & DETAILS F ALL COLORS TO BE SELECTED BY OWNER ® KEY NOTES 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL, CONNECTIONS & STRUCTURAL FASTNERS PER MFR's SPECIFICATIONS, VERIFY COMPACTOR MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION 02 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER W/ SAND FINISHED ACCENT BANDS AS SHOWN 03 1 1/2" THICK FIBER REINFORCED CEMENT PLASTER SAND FINISHED ACCENT BAND, SLOPE TOP TOWARDS OUTSIDE 04 PAINTED CMU ON INSIDE 05 1 1/2" STEEL HANDRAIL 06 STEEL GUARDRAIL W/ PICKETS TOP RAIL @ 42" AFF, BOT RAIL @ 2" MAX AFF, PICKET MAX SPACING 4" 07 TRASH COMPACTOR CONTROLS, TOP OF CONTROLS @ 48" MAX 08 6" DIA CONCRETE FILLED 42" BOLLARD, SEE SHEET S19.33 FOR FOOTING DETAILS 09 PT 2x6 10 PT 1 X6 11 3/4" DIA ANCHOR BOLT, 5" MIN EMBED INTO FI CELL 12 1/4"xl "x4" STEEL ANGLE GATE FRAME 13 3/8" STEEL PLATE 14 1" OD PIPE SLEEVE 15 3/4" OD PIN 16 REQUIRED 60" DIA TURNING SPACE 17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & CLOSE POSITIONS 18 INDUSTRIAL GRADE STEEL WHEELS 19 STAINLESS STEEL LATCH 20 CHUTE DOOR W/ ADA COMPLIANT LEVER HANDLE 3 ro aFORUME a L 0 N ARCHITECTURE & 6 INTERIOR DESIGN, INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 o 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 16 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT U z PROJECT NO. 10-2651 z 0 U) LU Trash Compactor 2 Enclosure W Z _ - z Plans, Elevations x & Details 0 W _F I 0 Q Al 9.32 0 L (9 T-i_...-r--.-. T - i - - _ --f I I - 1 I f -- - -T i- , - -_ --i - _. 00 U a 0 M 0 0 N 00 00 C: 0 v 0 n 3 C0 0) LO ro U i A) C O E 0 U O 0 f1 LO w N 00 U m c Y 0 LL- U) F- z W Q a Q 0 J LL z a Q' d - BOT. OF TkIR SLOPE J Wall Cap Detail Section 20 rT� S19.33 1 1 /2"= V-0" o z U UJ � O J z Q60 �O d' LU ILO eO Z V, Section 25 24 TYP. ®. LANDING 7F' ® A 07 I 1211 Section at StairS 3/4i1=1 °-0" Side Wail 3/4"=1'-0" 16°° Section Across Rare 81-01, 511 28'-8" Trash Compactor Enclosure Foundation Plan ® DESIGN CRITERIA PER CODE (MINIMUM) E SHEET NOTES BASIC WIND VELOCITY = 110 MPH A REFER TO SHEET Al9.31 FOR GENERAL FOUNDATION IMPORTANCE FACTOR = 0.77 NOTES EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.0 B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT DESIGN CRITERIA FOR PROJECT BASIC WIND VELOCITY = 140 MPH C ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ INTERNAL PRESSURE COEFFICIENT = 0.0 CIVIL DRAWINGS NOTE: COMPONENTS & CLADDING FOR OPEN STRUCTURE SAME AS MAIN WIND FORCE. RESISTING ®KEY NOTES SYSTEM USE: +35.3 PSF/-47.3 PSF. FOR COMPONENTS & 01 6" CONCRETE SLAB REINFORCED AS NOTED, PLACE CLADDING ADD FACTOR AS REQ'D. SLAB OVER WELL COMPACTED FILL, BROOM FINISH ALL SLAB SURFACES 3000 PSI @ 28 DAYS 02 CONCRETE APRON: EXTEND SLAB BEYOND ENCLOSURE AS REQUIRED BY TRASH COMPACTOR VENDOR 03 6" DIA., CONCRETE FILLED, STL PIPE BOLLARD, W/ 24"x24N24" POURED FOOTING W/ #5 @ 12" OC EACH WAY TOP & BOTTOM, VERIFY LOCATIONS 04 EXTENDED BOTTOM OF ALL FOUNDATIONS AT PERIMETER 24" MIN BELOW FINISHED GRADE E , I C 05 16" WIDE THICKENED EDGE W/ (2) #5 REBAR, CONT 06 #5 REBAR @ 12" OC, EA WAY, UNO 07 (2) #5 REBAR, @ BOT, CONT., #3 STIRRUP @ 16" OC E 08 #5 REBAR @ 12" OC EACH WAY, LOCATE AT MIDSLAB i i ! 09 WWF 6x6-W2.9xW2.9 a 10 8" CMU WALL w 11 #5 REBAR VERITCAL @ FILLED CELLS, 16" OC TYP AND 09 9__� Of Cn @ CORNERS, CENTER REBAR IN CELLS UJ OZ K, 12 DURAWALL LADDER TYPE REINFORCEMENT, 16" OC 13 CONT BOND BEAM W/ (2) #5 REBAR 14 6" CONCRETE SLAB REINFORCED AS NOTED, PLACE 05 SLAB OVER WELL COMPACTED FILL, BROOM FINISH ALL SLAB SURFACES 3000 PSI @ 28 DAYS 18 i 16" 15 STEEL GUARDRAIL W/ PICKETS, TOP RAIL @ 42" AFF, BOT RAIL @ 2" MAX AFF, PICKET MAX SPACING @ 4" OC 16 1 1/2" STEEL HANDRAIL @ 36" AFF 3/4"=1 `-0'° 17 PAINTED CMU INSIDE 18 #3 STIRRUPS @ 12" OC 19 1/2" PRE -MOLDED JOINT FILLER ROD 20 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER WI SAND FINISHED ACCENT BANDS AS SHOWN 21 1 1/2" THICK FIBER REINFORCED SAND FINISHED ACCENT BAND, SLOPE TOP TOWARDS OUTSIDE 22 1/8" HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION 23 5-0" PRECAST CONC LINTEL 24 #3 STIRRUPS @ 16" OC 25 #5 BAR (TYP) 26 CHUTE DOOR W/ ADA COMPLIANT LEVER HANDLE ® LEGEND EDGE OF FOOTING BELOW EDGE OF SLAB ❑ GROUTED CELL 1 /4"=1 '-0" AL wren —III111= ENGINEERING 1I=III= Mi FII=11I GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com _.%W 111111/I,- F. CSI61W1l FJ Tf4,#5251 ro �*'FORUME r 0 N ARCHITECTURE & dc INTERIOR DESIGN. INC- y PLANNING I ARCHITECTURE I INTERIOR DESIGN a o 745 orienta avenue, suite 1121 altamonte springs, tl 321U1 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com THE IC- HMAN R ROUP OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL N C 0 U 0 a C Q I EDITED BY: JT PROJECT NO. 10-2651 Trash Compactor Enclosure Structural Plans & Details S19-33 FORUME PLUMBING FIXTURE / EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ WASTE VENT COLD WATER HOT WATER MANUFACTURER MODEL # DESCRIPTION HB-1 HOSE BIBB — — 3/4" — ZURN #Z1341 — WITH LOOSE KEY, VACUUM BREAKER. NOTE: ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA PLUMBING CODE FOR WATER CONSERVATION. SHUT—OFF VALVE IN VALVE BOX 3/4" 3/4" WATER; SEE CIVIL ®v DRAWINGS FOR CONTINUATION. I ........ lHel LIT '4 xe SCALE: 1 /4' V -0" 0 2, 4' 89 SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL- (407) 767-5188 Baldwin Park, FAX: (407) 767-5772 Orlando, Florida 32814As CA-00006208 Project number. 2010-090 www.sgmengineenng.com Copyright ©2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 I www.forumarchitecture.com 3 Fort King Colony Apartments w 0 0 c 0 0 0 I `City of Zephyrhills, FL o SET DISTRIBUTIONS: U z PROJECT NO. 10-2651 z 0 0 Trash Compactor E Enclosure W z Plumbinq _Plan W I U W I U P19.34 D 0 U. 0 11 1 11 If 1 I : 11 1 1-� - - - - - - - - - ------ - - -- - - - -- - -L - - ., IF IT rZ-- r - - ----T- f7 1 `n FIT-_ T- r:_- �" I I I if - - - I I I I - I- I I - f- T - -T LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION! VOLTAGE LAMPS REMARKS AD EXTERIOR WALL LANTERN INCON 30415-1BQE 120 1-18W PL TRASH COMPACTOR JA 11T AL �. SCALE: 1 /4"=1'-O" 0 2' 41 8' is k (120/208V, .o.n.r. 3PH, 4W SERVICE) 5 ELECTRICAL RISER - COMPACTOR NOT TO SCALE POWER RISER NOTES: 1. 4-#3, THWN CU, 1-1/4-C. 2. 4-#3, 1-#8 GND, THWNCU, 1-1/4-C. 3. 100 AMP, 3P, S/N ENCLOSED CIRCUIT BREAKER, NEMA 3R ENCLOSURE. 4. 1-#4 THWNCU, GREEN GROUND WIRE, IN 1/2"C. 5. 5/8"00' LONG COPPERCLAD GROUND ROD. INSTALL ADDITIONAL GROUND ROD AS REQUIRED TO PROVIDE MAX. OF 25 OHMS RESISTANCE TO GROUND. PANEL T (NEMA 3R) SERVICE 120/208V-30-4W VINIMUV BREAKER All(-' 42,000 _ OC A TI O NEXTERIOR OF COMPACTOR RATING 100 AMP, M.LO. V O U N TI N G SURFACE LOAD DESCRIPTION BKR KVA CKT, I NO. KVA BKR LOAD DESCRIPTION TRIP I POLES 0A 0B I 0C OA OB OC TRIP POLES E-TRASH COMPACTOR 60 3 3.9 1 2 0.2 20 1 L-LIGHTS (1) E- - - 3.9 3 4 0.5 20 1 L-SITE LIGHTING (1) E- - - 3.9 5 61 0.4 20 1 S-SPARE SPACE - - - 7 8 - - - SPACE SPACE - - - 91101 - - - SPACE SPACE I- -I I - 111121 - -I - SPACE TOTALS 1 3.9 1 3.9 1 3.9 0.2 1 0.5 1 0.4 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: (1) PHOTOCELL CONTROLED LIGHTING 0.70 1.25 0.88 RECEPTACLES - 1ST 10 KVA 0.00 1.0 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.501 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 11.70 1.0 11.70 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.40 1.0 0.40 OTHER 0.00 1.0 1 0.00 TOTALS 12.80 1 12.98 CALCULATED AMPS:36 5� •'''ENS` SGM ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S • 935 Lake Baldwin Lone TEL- (407) 767-5188 yr .. * r� i= Q' v Orianin PFlondo 32814 FAX: (407) 767-5772 1 CA-00006208 �� :.0 i� p. ,• (� Project number. 201M www.sgmenginftnng.com -£1�51756 Copyright ©2010 SGM Engineering, Inc. 3 m mFORUME r 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 z PROJECT NO. 10-2651 ''1111111W. f I - I-, - i I I i _--- I - - I -T- --., - - I - FOUNDATION GENERAL DATA ®CODES M 0 Cn CD m 0 N _ 0 0 WOOD STRUCTURAL PANEL 01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING, EXP. 1, APA IDENTIFICATION INDEX 32/16, OR BETTER. 02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING PLAN. 03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 05 LEAVE 1/16`° SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. MICROLLAMQ OR PARALLAMO BEAMS 01 MICROLLAM@ OR PARALLAMO BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSI-. 02 MICROLLAM® BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9 X 10^6 PSI FB = 2,600 PSI FT = 1,550 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSi FV = 285 PSI 03 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 04 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS. 05 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TRUSSES 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES. 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 11240 OF THE SPAN, MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE 12" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. DOORS 01 ALL EXTERIOR DOORS SHALL BE SEALED AND WEATHER STRIPPED. 02 HARDWARE: ALL EQUIPMENT AND HARDWARE, WHERE APPLICABLE, SHALL MEET ALL FEDERAL, STATE, AND LOCAL GUIDELINES FOR HANDICAP ACCESSIBILITY. FORCE REQUIRED TO OPERATE ALL EQUIPMENT SHALL BE NO GREATER THAN 5 LBS. GYPSUM BOARD 01 ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" REGULAR GYPSUM WALLBOARD, (U.N.O.) FIRE EXTINGUISHERS 01 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10, CHAPTER 3. PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, OR OVERALL GENERAL BUILDING AREA. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION, EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING Or 2A:10-B:C, (U.N.O.) 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES, INC DATED SEPTEMBER 24, 2007. SHOULD CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 5" THICK WITH WW'F 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2 WALLS 2" FOOTINGS 3" I GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER 1-FOOT BELOW PAVEMENT SHOULD BE COMPACTED TO 98% OF MODIFIED PROCTOR DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF V-6" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF V-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x T-O" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6" INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. 11111111110 LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS. 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9-1 OF CHAPTER 23 OF THE 2007 FBC. 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 04 DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS FLORIDA BUILDING CODE - PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS FLORIDA BUILDING CODE - PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS FLORIDA FIRE PREVENTION CODE 2007 EDITION NATIONAL ELECTRIC CODE 2008 EDITION ACCESSIBILITY IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND FLORIDA ACCESSIBILITY CODE. SUMMARY BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA GARAGE 1 0 SF 986 SF 986 SF CODE COMPLIANCE OCCUPANCY TYPE U UTILITY CONSTRUCTION TYPE V-B AREA & HEIGHT LIMITATION (FBC-B TABLE 5031. REQUIRED/ALLOWED PROPOSED MEAN HEIGHT 40' 14'-7 5/16" MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY MAXIMUM AREA 5,500 SF 986 SF FIRE PROTECTION (FBC-B TABLES 601 & 602): 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR ROUGH OPENING AT STUD WALLS. INTERIOR BEARING WALLS INTERIOR NON -BEARING WALLS 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA COLUMNS TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT BEAMS, GIRDERS & TRUSSES SELECTION THAT IS CHANGED BY T HE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY FLOOR/CEILING ASSEMBLY SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT ROOF/CEILING ASSEMBLY DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT EXTERIOR BEARING WALLS APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. EXTERIOR NON -BEARING WALLS 11111111110 SITE WORK 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. GENERAL - STRUCTURAL 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A SEE DESIGN CRITERIA ON STRUCTURAL DRAWING. B FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. 0 HR 0 HR O HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Garage General Notes & Code Compliance A 19.41 SHEET NOTES co c) cn 0) CD CD CN co c 0 m 0 a- 111111111 .- All Garage Right Elevation 101-011 TRUSS BEARI OL 01-011 F.F. 5 4 4 1.1 101-011 TRUSS BRG. 1x12 01-011 F.F. 1 /411=1'-0" 01-011 F.F. 1 /4"=11-011 4 A19.42 Garage Front Elevation O d N 22'-01 /2" 1 x4 1 /21' OPE 14'-31 /2" 1 /4"=11-011 01-011 RUSS BRG. 01-011 'r F.F. 1 /4"=11-011 raor o \ 07 01 81-911 B.O. SOFFIT PHONE ROOM I ' W 2 I I W-1 I _N GARAGE — 7 I CARPORT �!I 8, 90. _ — — — — — FE I I I ! I ! 02 I ! I O -------------- W-3 N C ! W-1 5 S19.46 - 0 N I "SIM. 10'-0 1 /4" 10'-0 1 /4" 4'-8 3/411 2'-6 3/41' 1-2 13'-1 1 /2" 1'-2" 20'-01 /2" 7'-31 /2" 15'-51 /2" Le 42'-91/2" A REFER TO SHEET A19.41 FOR GENERAL NOTES B REFER TO SHEET Al9.43 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEET Al9.43 FOR DOOR & WINDOW DETAILS ® KEY NOTES 01 PROVIDE PIPE SLEEVE(S) FOR CABLEMIRING AS REQUIRED. CONTRACTOR TO COORDINATE 02 WALL MOUNT FIRE EXTINGUISHER 03 ROOF ASSEMBLY PER SPEC 04 CONTINUOUS 2x8 ALUM CLAD FASCIA, PLUMB CUT WITH ALUM. DRIP EDGE. COLOR TO BE SELECTED BY OWNER 05 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT EAVE OVERHANG W/ INSECT SCREEN 06 ALUM GUTTERS & DOWN SPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER 07 12" DEEP VINYL COATED WIRE SHELF. G.C. TO COORDINATE SHELF HIGH W/ LOCATION OF ELECTRICAL EQUIPMENT 08 22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO COORDINATE LOCATION 09 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE 10 FIBER CEMENT HORIZONTAL LAP SIDING 11 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 12 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS, UNO 13 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITION . 14 ONE-PIECE CORNER TRIM:1X4X4 15 FIBER CEMENT PANEL ® LEGEND ED FIRE EXTINGUISHER FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Y N m N m O O W 0� Qa SET DISTRIBUTIONS: EDITED BY: AS PROJECT NO. 10-2651 i i i Garage i _ i Floor Plan & Elevations A iiL CBS 11 111 11 1 r T - - - 3/4"=11-011 '- 1 /4"=11-01f Al 9.42 ® GARAGE DOOR SCHEDULE ASSEMBLIES - WALLS SHEET NOTES U U) a N 0 N 00 C O v O d LO co N a c� A) E g O O ^L LL LO W N C O O 0 CD Y O LL Z Uj a Q 0 0 J LL Z a U D SIZE HDR. MARK DESCRIPTION TYPE W H AREA HGT. A TRANSOM 1 3'-0" i 1-0" 3 S.F. 8'-0" NOTE: 1) ALL EXTERIOR GLAZING TO BE IMPACT GLASS. 2) ALL EXTERIOR GLAZING TO BE ENERGY STAR RATED REMARKS DOOR FRAME SIZE MARK ©CSC. TYPE W H TH AREA MATL. MATL. REMARKS 1 EXT. A 3'-0" ' 6'-8" 1 3/4" - - - MTL. WOOD 2 EXT. B 16'-0" 7'-0" --- - - - MTL. WOOD MIN. 60 SQ. IN. VENT AREA NOTE: 1) ALL MAN DOORS TO HAVE DEADBOLT AND LEVER HANDLE. ALL LOCKS TO BE KEYED THE SAME. ffifflkremo.wo 1 -DTMW I Window Sill Detail 611= 1 1-0I1 ass N r 00- MCM welell TYP AT EXTERIOR WALL FIBER CEMENT HORIZONTAL LAP SIDING W/ 6" EXPOSURE & NON RATED I - TRIM (PER ELEVATIONS) OVER BUILDING WRAP 7/16" OSB EXTERIOR SHEATHING (15/32" PT PLYWOOD FIRST 4') R-13 UNFACED BATT INSULATION (1) LAYER 518" GYPSUM BOARD 2x WOOD STUDS PER STRUCTURAL DRAWINGS EXT INT TYP AT INTERIOR WALL 'y NON RATED (1) LAYER 1/2" GYPSUM BOARD (EACH SIDE) R-13 UNFACED BATT INSULATION 2x WOOD STUDS PER STRUCTURAL DRAWINGS ROOM ROOM i TYP AT COLUMNS W-3 NON RATED FIBER CEMENT BOARD PANEL & TRIM (PER ELEVATIONS) I OVER BUILDING WRAP 7/16" OSB EXTERIOR SHEATHING (15/32" PT PLYWOOD FIRST 4') i 2x WOOD STUDS PER STRUCTURAL DRAWINGS EXT INT IN ASSEMBLIES - ROOF TYP AT GARAGE ROOF P.C-1 I NON RATED ! 30 YR ARCH. FIBERGLASSIASPHALT SHINGLES ON 30# FELT i 1/2" CDX EXTERIOR GRADE SHEATHING, PER STRUCTURAL ROOF TRUSSES PER FRAMING PLAN R-30 BLOWN INSULATION �— (1) LAYER 1/2" EXTERIOR GRADE GYPSUM BOARD i TYP AT CARPORT ROOF RC-2 I I NON RATED 30 YR ARCH. FIBERGLASS/ASPHALT SHINGLES ON 30# FELT 1/2" CDX EXTERIOR GRADE SHEATHING, PER STRUCTURAL ROOF TRUSSES PER FRAMING PLAN I (1) LAYER 1/2" EXTERIOR GRADE GYPSUM BOARD 1 1/2"=1'-0" Exterior Door Threshold V Exterior Door Jamb 6"=1'-0" A REFER TO SHEET A19.41 FOR GENERAL NOTES B REFER TO SHEET A19.43 FOR CONSTRUCTION ASSEMBLIES ® KEY NOTES 01 ROOF SYSTEM PER SPECS 02 HEADER AS PER STRUCTURAL 03 GYPSUM WALL BOARD PER ASSEMBLY 04 EXT. GRADE SHEATHING PER ASSEMBLIES 05 ALUMINUM FLASHING 06 SELF ADHERING MEMBRANE 07 BUILDING WRAP 08 FIBER CEMENT HORIZONTAL LAP SIDING 09 FIBER CEMENT TRIM BAND, WIDTH AS INDICATED. @ WINDOW TRIM TOTAL THICKNESS TO BE BUILT UP AS NECESSARY TO PROVIDE 1/4" MIN BEYOND WINDOW FRAME FOR SEALANT BEAD 10 STUDS AS PER FRAMING SCHEDULE 11 CONC SLAB 12 SHIM AS NECESSARY,1/4" MAX 13 DOOR & FRAME PER SCHEDULE 14 AUTOMATIC DOOR SWEEP 15 1/2" HIGH ALUMINUM THRESHOLD WITH MAX 1:2 SLOPE SET IN TWO CONT. BEADS OF SEALANT 16 P.T.2x6 17 MANUFACTURER'S WEATHERSTRIP 18 WOOD TRIM 19 SEALANT 20 NO SEALANT 21 CONT. CAULKING 22 2x BLOCKING 23 PRE-ENGINEERED ROOF TRUSSES PER STRUCTURAL 24 ALUMINUM DRIP EDGE 25 2x8 ALUMINUM CLAD FASCIA 26 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT W/ INSECT SCREEN 27 ALUMINUM GUTTERS & DOWNSPOUTS 28 ONE-PIECE COMPOSITE TRIM BOARD:1X4X4 29 FIBER CEMENT PANEL 30 CONT SILL SEALER, TYP 31 1x CEMENTITIOUS STARTER 32 TERMITE SHEILD: CONT GALV METAL TYP 33 WINDOW PER SCHEDULE 34 NAILING FIN WITH ACRYLIC URETHANE SEALANT AT TOP AND SIDE FINS 35 WOOD SILL Exterior Door Head FO UME ARCHITECTURE & ':. INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE i INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fo rumarchitectu re. com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: AS PROJECT NO. 10-2651 Garage Assemblies & Window & Door Schedules & Details Al 9,43 �r -r_ ciii Door may be in -swing or out -swing type -- - - - - �- 6"=1'-0" Door may be in -swing or out -swing type .I Siding to Trim 6" = 1'-0" taterproofing I 21� I- N 2 1x6 1 x4 1 x4 Column Detail at capital to soffit Slab Edge Detail = SHEET NOTES A REFER TO SHEET Al9.41 FOR GENERAL NOTES B REFER TO SHEET A19.43 FOR CONSTRUCTION ASSEMBLIES KEY NOTES 01 ROOF SYSTEM PER SPECS 02 HEADER AS PER STRUCTURAL 03 GYPSUM WALL BOARD PER ASSEMBLY 04 EXT. GRADE SHEATHING PER ASSEMBLIES 05 ALUMINUM FLASHING 06 SELF ADHERING MEMBRANE 07 BUILDING WRAP 08 FIBER CEMENT HORIZONTAL LAP SIDING 09 FIBER CEMENT TRIM BAND, WIDTH AS INDICATED. @ WINDOW TRIM TOTAL THICKNESS TO BE BUILT UP AS NECESSARY TO PROVIDE 1/4" MIN BEYOND WINDOW FRAME FOR SEALANT BEAD 10 STUDS AS PER FRAMING SCHEDULE 11 CONC SLAB 12 SHIM AS NECESSARY,1/4" MAX 13 DOOR & FRAME PER SCHEDULE 14 AUTOMATIC DOOR SWEEP 15 1/2" HIGH ALUMINUM THRESHOLD WITH MAX 1:2 SLOPE SET IN TWO CONT. BEADS OF SEALANT 16 P.T.2x6 17 MANUFACTURER'S WEATHERSTRIP 18 WOOD TRIM 19 SEALANT 20 NO SEALANT 21 CONT. CAULKING 22 2x BLOCKING 23 PRE-ENGINEERED ROOF TRUSSES PER STRUCTURAL 24 ALUMINUM DRIP EDGE 25 2x8 ALUMINUM CLAD FASCIA 26 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT W/ INSECT SCREEN 27 ALUMINUM GUTTERS & DOWNSPOUTS 28 ONE-PIECE COMPOSITE TRIM BOARD: 1X4X4 29 FIBER CEMENT PANEL 30 CONT SILL SEALER, TYP 31 1x CEMENTITIOUS STARTER 32 TERMITE SHEILD: CONT GALV METAL TYP 33 WINDOW PER SCHEDULE 34 NAILING FIN WITH ACRYLIC URETHANE SEALANT AT TOP AND SIDE FINS 35 WOOD SILL 36 GYP BD RETURN 3 m 9FORUME N 0 y ARCHITECTURE & C6 INTERIOR DESIGN_ INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarGhitecture.com w Fort King Colony Apartments City of Zephyrhills, FL m O cn O W W_ Q4 SET DISTRIBUTIONS: EDITED BY: JT PROJECT NO. 10-2651 Garage Details A 19.44 rrltl.�- _I _ _- I 6" = 1'-019 Siding to Trim _F :1 'I iN1 I 1.; ii W11i, 141V..i 11,11"A'a-Aull.',. P , 1 _. .I11 - I I -1--- F_F _ rm M FOOTING SCHEDULE SHEET NOTES Co n r O (0 U Q 0 rs 0 u P 0 0 N 00 C 0 O d 3 u7 LO N_ Q E g 0 U 0 LO cc N C O 0 U 0) c Y O LL - F- z cU G fi Q a d 0° O J tl I z U a - I. (T] It ,L [ I L J I 41 /2" �2„ 00 Zo Z PER SCHEDULE Ftg Detail @ Garage Curb J 2��; A of w , U PER CHEDUL FD-4Ft Detail F-4 @ Carport SEE PLAN 1/2 02 Z w CO J w 0 Z U is Z_ 3 PER SCHEDULE F -3 FtDetail @ Column w J 0 w U w IZ Ftq Detail @Slab Step Ftg Detail Typical 1 /2" w PER SCHEDULE 0%,nCUULC 3/4"=1'-011 3/4"=1'-011 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" REINFORCEMENTS (MARK SIZE COMMENTS BOTTOM TOP L I W D SHORT BAR LONG BAR SHORT BAR LONG BAR IES F-1 CONT. 16" MIN. @ 24"10 C. 3 #5 --- 1 #5 F-2 CONT. 16" 16" --- #5 --- --- F-3 24" 24" 26" 3 #5 3 #5 3 #5 3 #5 MIN F-4 CONT.' 16" I, 22 --- 1 #5 --- --- MIN !1 F-5 CONT. 30" MIN @ 24" O.C. 3 #5 --- 1 #5 I F-1 Raincut Detail @ Garage Door 3/4"=1141 19'-9" V 5'-41 /2" Corner Detail T-51 /2" FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. N.T.S. 13'-01 /2" ,,1'-3" _ F-4 N 0 1; �— — — --1 'T � -0'-3/4" N o I I E.O.S. 0 F-4 \\ �? _ _ _ F1 — _ — — r------------- \ L 0'11 I1 I 05 I I I I I F i\ r i I I I i I I I I I I I I VA IES I I I I� � I I N �I 01-011 I N ILL I I TYP. I VARIES I I I I I I 04 41 $" 19'-41 /2" I � 41 /2" I 8�51 /2" I I I I / ' — — — — F-2 L — — — — — — — — — — — — — '�� ° F-4 - I -0'-51/2" I N - L-�----®—®------------ _�` r F3 - -0'-5 3/4 I F-1 I --- F�— — —J"' �E.O.S. E N M I 3/4" 16'-0" 1111 l . .. 2-0 314" , 7'-21 /2" ,1'-3" i - - 7 - 1ITT!— III ) 13'-01 /2" 1.1'-3" 1 /4"=1'-0" A REFER TO SHEET Al9.41 FOR ARCHITECTURAL GENERAL NOTES, STRUCTURAL GENERAL NOTES & FOUNDATION NOTES B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK ® KEY NOTES 01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED SLAB ON 6 MIL VAPOR BARRIER, LAPPED & TAPED, OVER TERMITE TREATED, WELL COMPACTED SOIL 02 2x PT BOT PLATE, REFER TO SHEAR WALL SCHEDULE & DETAILS FOR ANCHORAGE REQUIREMENTS 03 REINFORCEMENT PER FOOTING SCHEDULE 04 CORNER REINFORCEMENT (2) #4 STEEL BARS, 4'-0" LONG AT 6" OC IN SLAB AS SHOWN 05 PROVIDE PIPE SLEEVE(S) FOR CABLE / WIRING AS REQUIRED, CONTRACTOR TO COORDINATE 06 EXPANSION JOINT, CONT 1/2" THICK x 4" WIDE CONT BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER LEGEND — — — — — — EDGE OF FOOTING BELOW EDGE OF SLAB \\\\\\ REINFORCEMENT NO STEP STEP IN SLAB ��'Aafff, wren =Itl=111 �� �I=III= �OOI ENGINEERING MII1l�I[! 2::;!* GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT, AS U z PROJECT NO. 10-2651 Z c� w Garage 2 Foundation Plan & - Details w U W S19045 SIMS. 00 �E U Q LO M 0 0 N oo 0 0 Soffit Section Column Section x4 x4 1 1 /2"=1'-0" ® SHEAR WALL SCHEDULE SHEAR FRAMING EXTERIOR SHEATHING I INTERIOR SHEATHING BASE CONNECTIONS WALL TYPICAL STUDS PER SHEATHING SCREW PATTERN SHEATHING SCREW PATTERN CONT. PLATE TO HOLD-DOWNS @ MARK STUDS END/OPENING TYPE TYPE 6 DECK/SLAB EACH END EDGES INTERMED. EDGES INTERMED. 7116" O.S.B. (TYP.) 1 1/4" BUGLE 1 1/4" BUGLE HEAD 1/2" DIA. V'Jl2" SIMPSON SW-1 2x4 @ 16" O.C. (2) - 2x4 15/32" P.T. PLYWOOD 8d @ 4" O.C. 8d @ 8" O.C. 5/8" GYPSUM HEAD WASHER @ 32" O.C., HDU5-SDS2.5 OR @ BOTTOM COURSE WALLBOARD SCREWS @ 4" SCREWS @ 4" TYP. HTT4 3 4 4 3 O.C. O.C. 1 2 5 ® SHEAR WALL NOTES 0 BUILDING TYPE: GA ATTIC SPACE: A 0 BEAM / HEADER ANCHORAGE 1 SIMPSON MAS MUDSILL ANCHOR AT 16 OC MAY REQUIRED NFA VENTILATION HEADER SIZE HEADER TO SUPPORT STUDS BE USED IN PLACE OF A.B. Attic area (Including Soffit): NFA regd (Attic Area 1150): 1172 Sr 7.81 SF UP TO 4'-0" 2 SIMPSON MSTA15 1 ON EACH SIDE () (() ) 2 1/2" 0 EXPANSION BOLTS W/ 7" MIN EMBED AT Total regd ventilation area in SI (Net Free Area x 144): 1124.64 Sl 4'-1" TO F-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) 18" OC MAY BE USED IN PLACE OF A.B. Upper portion regd (Total Reqd vent Area x 50%): 562.32 SI > 81-1" (2) SIMPSON MSTI27 ((1) ON EACH SIDE) 3 BLOCK ALL SHEAR WALL SHEATHING JOINTS Lower portion regd (Total Reqd Vent Area - Upper Portion): 562.32 SI 4 NAILING PATTERNS BASE ON P-NAIL CRITERIA PROVIDED NFA VENTILATION - UPPER = BEAM / HEADER LEGEND 5 CONFIRM DIAMETER OF HOLD DOWN A.B. W/ ( 3) 6 Ft. Tamco Off -Ridge Vents x 210 SI/vent = 630 Si TAG SIZE DESCRIPTION STRAP MFR PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board H-1 (2) 2x12 #2 SYP W/ 7/16" FLITCH PLATE Total soffit material to he used: 138 LF B-1 (2) 2x12 #2 SYP W/ 7/16" FLITCH PLATE NFA of soffit material per LF: 5.0 I LF B-2 (2) 1 3/4" x 11 7/8" LVL Total provided: 690 SI B-3 (2)1 3/4" x 16" LVL BEAM / HEADER SUPPORT SCHEDULE E 10 09 08 JACK STUDS KING STUDS HEADER SIZE PER SIDE PER SIDE REMARKS 07 04 16 NOTE: ANY HEADER EQUAL TO OR \_ GREATER THAN THAN THE QUICK -TIE SPACING SHALL BE INSTALLED AS SHOWN IN THIS DETAIL. 1 91-9 � =W I I DCD DI AM I ! 1 1 /2"= V-0" UP TO 4'-0" 1 1 UNO 4'-1" TO 8'-0" 2 2 UNO > 8'-1" 3 3 UNO **MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP LEVEL TO FOUNDATION 2 ------------7 2 1 2 12 / 2 I � / �l r� I I I i I I I I I 2 2 2 1r 2 I I I I I I I ! ! I I ! I I I ! /J 1. I ! 2 ,^, 2 , 2 1 \ 2 G------------, d 2 c° PANEL EDGES PANEL FIELD 0 8d NAILS@ 8" OC 8d NAILS @ 8" OC Q 8d NAILS @ 6" OC 8d NAILS @ 6" OC (D 8d NAILS @ 4" OC 8d NAILS @ 4" OC NOTE: USE 10d RINGS SHANK NAILS IN ZONE 3 IF MEAN ROOM HEIGHT IS GREATER THAN 25' Roof Fastening Zone Plan Typ. 1 /16"=1'-0" 0 ROOF DESIGN FACTORS = SHEET NOTES ROOF SLOPE = 270<RS<450 A REFER TO SHEET Al9.41 FOR GENERAL NOTES L = 28.5 FT B = 24.0 FT B REFER TO SHEET A19.43 FOR CONSTRUCTION EAVE = 10.0 FT ASSEMBLIES MEDIAN ROOF HGT = 14.2 FT END ZONE STRIP = 3.0 FT C ROOF SLOPE TO BE 7:12, UNO VELOCITY PRESSURE = 36.25 PSF ® KEY NOTES ROOF ZONE WIND PRESSURE 01 PREFAB WD. ROOF TRUSSES @ MAX 24" OC ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES _ _ _ 02 22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO 10 1.0 20.3 -32:3 COORDINATE LOCATION 20 1.0 18.5 -31.4 ZONE 1 50 1.0 100 1.0 16.1 14.3 -30.2 -29.3 03 2x PT SILL PLATE Wl 1/2"1 ANCHOR BOLTS @ 16" OC > 100 1.0 14.3 -29.3 - 04 JACK STUDS & KING STUDS PER SCHEDULE FOR 10 1.0 20.3 -56.2 BEARING @ EACH END OF HEADERS 20 1.0 18.5 -51.7 ZONE 2 50 1.0 16.1 -45.7 05 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. 100 1.0 14.3 -41.2 COLOR TO BE SELECTED BY OWNER. COORDINATE > 100 1.0 14.3 -41.2 LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. 10 1.0 20.3 -83.1 20 1.0 18.5 -77.7 06 (2) SIMPSON H5 @ EACH TRUSS, (1) MTS12+(1) H5 @ ZONE 3 50 1.0 16.1 -70.5 GIRDER TRUSSES (UNLESS OTHERWISE NOTED) 100 1.0 14.3 -65.1 > 100 1.0 14.3 -65.1 07 MSTA24 @ EACH END 08 SIMPSON LS12 @ 24" OC ROOF OVERHANG WIND PRESSURE ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) 09 CRIPPLE STUDS @ 16" OC 10 1.0 -65.7 10 SIMPSON LS12 @ EACH END 20 1.0 -65.7 ZONE 2 50 1.0 -65.7 11 TERMITE SHIELD: CONT GLAV METAL TYP 100 1.0 -65.7 > 100 1.0 -65.7 12 SIMPSON H5 @ 3 CORNERS 10 1.0 -110.6 20 1.0 _gg g 13 DOUBLE TOP PLATE, TYP ZONE 3 50 1.0 -85.5 100 1.0 -74.7 14 SIMPSON HETA16 @ BASE, HTS20 @ TOP TO TRUSS > 100 1.0 -74.7 15 1/2" 0 A.B. @ 7" MIN EMBEDMENT TYP WALL OPENING PRESSURE 16 SIMPSON HTT16 @ BEAM ENDS W/ 1/2"X10" A.B. TYP ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) --- 17 BEAM OR HEADER PER SCHEDULE ON FRAMING PLAN 10 1.0 35.3 -38.2 20 1.0 33.7 -36.7 18 FIBER CEMENT TRIM BOARD, WIDTH AS INDICATED I ZONE 4 50 1.0 31.6 -34.6 100 1.0 30.0 -33.0 19 FOUNDATION PER STRUCTURAL DRAWINGS > 100 1.0 30.0 -33.0 10 1.0 35.3 -47.2 20 2x BLOCKING (P.T. WHEN USED ON EXT.) I 20 1.0 33.7 -44.0 ZONE 5 50 1.0 31.6 -39.8 ! 21 CONTINUOUS ALUM CLAD 2x8 FASCIA WITH ALUM, 100 1.0 30.0 -36.7 DRIP EDGE, FASCIA TO BE PLUMB CUT, COLOR TO BE > 100 1.0 30.0 -36.7 SELECTED BY OWNER *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE 22 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT PRESSURES ASSOCIATED WITH SMALLER AREA AT EAVE OVERHANG WITH INSECT SCREEN 23 FIBER CEMENT PANEL STRAPPING SCHEDULE UPLIFT REQ CONNECTOR 24 OFF -RIDGE VENT W/ INSECT SCREEN AS LISTED TO MODEL NO. MAX LOAD MEET CODE 0-720 LBS (1) LTS12 720 LBS 720-1000 LBS (1) MTS12 1000 LBS 25 SEALANT 1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS 1455-2000 LBS (2) MTS12 2000 LBS 26 31/2"x 31/2" PSL COLUMN 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS SINGLE -PLY GIRDER (1) HTS20 1450 LBS 27 31/2"x 51/2" PSL COLUMN DOUBLE -PLY GIRDER (2) HTS20 2900 LBS LEGEND ® DESIGN CRITERIA PER CODE (MINIMUM) _ HEADER OR BEAM BASIC WIND VELOCITY = 11 O MPH _. _ _ _- WALLS BELOW IMPORTANCE FACTOR = 0.77 C1__3D DOWNSPOUTS EXPOSURE CATEGORY = B INT PRESSURE COEFFICIENT = 0.18 _ r:z 7 1 I><\ I ATTIC ACCESS PANEL ® DESIGN CRITERIA FOR PROJECT L--___-�,� BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B INT PRESSURE COEFFICIENT = 0.18 ROOF TRUSS LOADING TCLL = 20 TCDL = 15 BCLL- BCDL = 10 TOTAL = 45 USI = --- SPACING = 24" OC AL =lil=llf �pMcL en q=sit= ^,,�,/ ENGINEERING GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com aFORUMN t 0 N ARCHITECTURE & L INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Fort King Colony Apartments U 0 E City of Zephyrhills, FL `0 0 c 0 In 0 I EDITED BY: SET DISTRIBUTIONS: AS, JT U ? PROJECT NO. 10-2651 z w Garage R Roof Framing Plan w z Schedules & Details w �/ t d ....N.... S19.46 MR10 .• 0 F. ,`Q�1i�li. 4 u. 1 "= 1 '-0" 1 /4"=1'-0" 3/4" CW RISER 3/4" WATER; SEE CIVIL DRAWINGS FOR CONTINUATION. L-CIII ;-ucl 4F I 11. 1 q PI 1, : [C-1 J it J R 1 1 �..���. RI PLUMBING FIXTURE / EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ WASTE VENT COLD WATER HOT WATER MANUFACTURER MODEL I DESCRIPTION HB-1 HOSE BIBB - - 3/4" - ZURN #Z1341 - WITH LOOSE KEY, VACUUM BREAKER. NOTE: ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA PLUMBING CODE FOR WATER CONSERVATION. COLD WATER (CW) HOSE BIBB BALL VALVE 3/4" V� ` 3/4" HB-1- 0 1-4 3/4" SHUT-OFF VALVE IN VALVE BOX WATER RISER DIAGRAM NOT TO SCALE HB-1 SGM ENGINEERING, INC. 5 F A C I L I T I E S C O N S U L T I N G E N GI N E E R S No. — 935 Lake Baldwin Lane TEL• (407 767-5188 * * _ Baldwin Park, FAX: (407� 767-5772 '0 ST F Orlando, Florida 32814 A CA_00006208 '.• �c w Project number. 2010-0 D.n www.sgmengineedng.com '��� • I • • • • G 607$5 Copyright ©2010 SGM Engineering, Inc. ��///IIIlt1►►` FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: RVA PROJECT NO. 10-2651 Garage Building'.... Plumbing Plan P 19.47 BACKDRAFT DAMPER SLEEVE FIRE RATED PARTITION REAR GUARD LOUVER WALL MOUNTED PROPELLER FAN DETAIL NOT TO SCALE GARAGE BUILDING MECHANICAL PLAN SCALE: 1 /4" = 1'-0" EXHAUST FAN SCHEDULE FAN NO. AIR EXTERNAL MOTOR DRIVE VOLT NOTES SUGGESTED OR SYMBOL QUANITY, CFM STATIC, IN WATER (MM WATER) POWER, HP RPM S tp3 DIRECT PH MANUFACTURERS (SEE SPECIFICATIONS) MAKE MODEL EF-1 550 0.1 1/30 1650 D 120/1 1,2,3,4 GREENHECK SE1-10-428-P NOTES: 1. PROVIDE WITH BACKDRAFT DAMPER. 2. PROVIDE CONTROL BY HYDROGEN SENSOR (1-12). j 3. PROVIDE WITH UNIT MOUNTED DISCONNECT ii 4. AIRKING IS THE APPROVED ALTERNATE MANUFACTURER. HVAC KEYNOTES 0 1. EF-1: WALL MOUNTED EXHAUST FAN WITH BACKDRAFT DAMPER. 2. 18X18 INTAKE LOUVER RUSKIN EME520D. 3. CONTRACTOR TO PROVIDE H2 SENSOR 1' BELOW CEILING AND INTERLOCK TO ELL EF-1 WILL ACTIVATE WHEN H2 LEVELS REACH 1% TOTAL VOLUME. SGM ENGINEERING, INC. •'' �GE N S •'� FACILITIES CONSULTING ENGINEERS No. 607 * * — 935 Lake Baldwin Lane TEL• (407 767-5188 Baldwin Park, FAX: (407� 767-5772 ` STAT 0 CY Orlando, Florida 32814 0A A CA_00006208 ��� Project number. 2010-090 ,..•' `�� www.sgmengineering.com JOSE 9 OAM1— FL60785 Copyright ©2010 SGM Engineering, Inc. 3 m 9 N FORUME 0 N ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www,forumarchitecture.com N C 0 N t� C C 0 0 a T C Q Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: NRP 0 i PROJECT NO. Garage Building Mechanical Plan 10-2651 M 19.48 '�idf1111� �l,a i.a �•:, ., „1�. .I..,.Y.'�17•Ik. Y, IJL. Y. rY. !rr,�i � II. ... i �; Ii I I 1 I7 __ --T-FTT--.- 1 _ - - - (VIA PHOTOCELL) GARAGE BUILDING ELECT I AL PLAN - SCALE: 1 /4"=1'-O" 0 2' 4' 8' PLAN KEY NOTES: 0 1 /2" PLYWOOD PAINTED. ALL PLYWOOD TO BE PLACED BETWEEN HEIGHT 3'-0" AND 7'-0". BATTERY CHARGER. (VERIFY LOCATION WITH OWNER). 1. 3-J3, THWN Cu, 1-1 /4'C. 2. 3-#3, 1-#8 GND, THWN Cu, 1-1/4"C. 3. 100 AMP, 2P, S/N ENCLOSED CIRCUIT BREAKER, NEMA 3R ENCLOSURE. 4. 1-4 THWN Cu, GREEN GROUND WIRE, IN 1 /2"C. 5. 5/8"0 x 101 COPPERCLAD" GROUND ROD. INSTALL ADDITIONAL GROUND RODS AS REQUIRED TO PROVIDE MAX. OF 25 OHMS RESISTANCE TO GROUND. 6. 3-#3, 1-#8 GND, THWN Cu, 1-1 /4"C. MAIN BREAKER TO POWER CO. XFMR (120/240V, 1 PH, 3W SERVICE) POWER RISER DIAGRAM NOT TO SCALE C.W.P. PANEL G SERMCE 120/24OV-10-3W MINIMUM BREAKER AIC 10,000A LOCATION MAIN GARAGE ROOM RATING 100A M.L.O. MOUNTING SURFACE / NEMA-1 LOAD DESCRIP11ON BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OA OB TRIP POLES L-LIGHTS 20 1 0.5 1 2 1.2 20 1 R-EQUIPMENT-CABLE ROOM L-LIGHTS (1) 20 1 .15 3 41 1.2 20 1 R-EQUIPMENT-CABLE ROOM R-RECEPTACLES 20 1 0.9 5 6 1.0 20 1 R-EQUIPMENT-CABLE ROOM L-SITE UGHTING 20 1 0.8 7 8 1.5 20 1 E-CHARGER M-EF-1 20 1 0.2 9 10 0.8 20 1 E-GARAGE DOOR OPENER S-SPARE 20 1 0.1 11 12 .36 20 1 R-RECEPTACLES E-EQUIPMENT RACK 20 1 .50 131141 .36 20 1 1 R-RECEPTACLES R-RECEPTACLES 20 1 0.40 1516 .36 20 1 R-RECEPTACLES SPACE - 1 0.0 1718 - - 1 SPACE SPACE - 1 - 19 20 - - 1 SPACE SPACE - 1 - 2122 - - 1 SPACE SPACE - 1 - 23 24 - - 1 SPACE SPACE 125 26 - - 1 SPACE SPACE - 1 - 27 28 - - 1 SPACE SPACE 1 291301 - - 1 SPACE 1 X, r >,- 35 41 36 40 42 TOTALS 2.1 1.4 3.4 3.4 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. THIS CIRCUIT CONTROLLED BY PHOTOCELL. LIGHTING 1.45 1.25 1.81 RECEPTACLES - 1ST 10 KVA 5.78 1.00 5.78 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 2.80 1.00 2.80 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.20 1.00 0.20 OTHER 0.00 1.00 0.00 TOTALS 10.23 10.59 CALCULATED AMPS: 44 LIGHTING FDCTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS REMARKS AC FLUORESCENT STRIP FIXTURE, ELECTRONIC BALLAST 120 2-2T8 GARAGE BUILDING COOPER METALUX 1424 STRIP UGHT 48" EXTERIOR WALL LANTERN 18W AD INCON 304H-18QE 120 1- PL TRASH COMPACTOR, GARAGE BLDG. CHLORIDE CONNECT TO UNSWITCH LEG ` CEL 120 OF ROOM LIGHTING CIRCUIT AX CHLORIDE CONNECT TO UNSWITCHED LEG EIXT SIGN RLNIRA 120 OF ROOM LIGHTING CIRCUIT GROUNDING BAR BONDING JUMPER NEUTRAL BUS ENCLOSURE ( TYP FULL SIZE FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE RISER DIAGRAM FOR SIZE) PANEL MAIN UNDERGROUND METAL WATER PIPE G (BOND TO PIPING PIPING ISINSTALLED)LY WHEN METAL FL/GRADE FOOTER STEEL FULL 5/8"x10' GROUND RODS GROUNDING DETAIL NOT TO SCALE .vot IltlWo... MAP :".cENSF �SGM ENGINEERING, INC. •. FACILITIES CONSULTING ENGINEERS * : _ 935 Lake Baldwin Lane TEL- (407) 767-5188 • Baldwin Park, FAX: (407) 767-5772 TAT � Orlando, Florida 32814 $r CA_00006208 ' •.,• (� Project number. 2010-090 r www.sgmengineenng.com - FL61756 Copyright ©2010 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 I www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL Q SHEET REVISIONS: EDITED BY: NDM z PROJECT NO. 10-2651 414L;.W111117,A1 Lr Ira. 11. d. u._ .T� 11- _. _-I � II. - -I IIllll11`• 00 n a N CO M t0 O_ O N C O N _O r LO P O 00 <'M ++ N N FL A) 0 E g C 0 U O .O 0 0 00 CM N O O Co �L U� H z W Q 0 0 z Q U a SITE WORK GENERAL CODES ®SHEET NOTES 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) u 1 I Zo 2 . Column Detail 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY FLORIDA BUILDING CODE - BULIDING 2007 W/ APPLICABLE SUPPLEMENTS A REFER TO POOL DRAWINGS FOR POOL DECK ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO FLORIDA FIRE PREVENTION CODE 2007 EDITION PROCEEDING WITH THE WORK. B APPLY CLEAR SEALANT TO ALL ROUGH SAWN CEDAR 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION ACCESSIBILITY KEY NOTES OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS 01 8" CMU COLUMN, ALTERNATE EACH COURSE REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND CLASSIFICATIONS. FLORIDA ACCESSIBILITY CODE. 02 2x2 ROUGH SAWN CEDAR AT 12" OC 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK N SUMMARY 03 2x4 ROUGH SAWN CEDAR AT 16" OC ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA 04 3x6 ROUGH SAWN CEDAR AT 24" OC OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. POOL TRELLIS 1 128 SF 128 SF 05 48 ROUGH SAWN CEDAR RIDGE BEAM 04 DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. CODE COMPLIANCE 06 412 ROUGH SAWN CEDAR TRELLIS BEAM 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING OCCUPANCY TYPE U UTILITY To AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR T O CONSTRUCTION TYPE V-B 07 2x6 ROUGH SAWN CEDAR ON EACH SIDE OF RAFTER PROCEEDING WITH THE PROJECT. AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED w/ (2)1/2"0 THRU BOLTS 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, MEAN HEIGHT 40' 11'-8" 08 FIBER REINFORCED CEMENT PLASTER FINISH METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY 09 GALV MTL TRAY AT BEAM PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. MAXIMUM AREA 5,500 SF 128 SF 07 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR FIRE PROTECTION (FBC-B TABLES 601 & 602): ROUGH OPENING AT STUD WALLS. INTERIOR BEARING WALLS O HR 0 HR 08 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA INTERIOR NON -BEARING WALLS 0 HR 0 HR TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT COLUMNS 0 HR 0 HR SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY BEAMS, GIRDERS & TRUSSES 0 HR 0 HR SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT FLOOR/CEILING ASSEMBLY 0 HR O HR DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT ROOF/CEILING ASSEMBLY 0 HR 0 HR APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. EXTERIOR BEARING WALLS 0 HR 0 HR EXTERIOR NON -BEARING WALLS 0 HR 0 HR 3"=1'-0" 3"=1'-0" 3/4"=1 '-0" 3"= V-0" Pool Trellis Elevation Pool Trellis Elevation 6 A19.51 1 /4"=1'-0" 1 /4"=1 '-0" RG. Pool Trellis Roof Plan 07%; - i &M 11'-4" 1 /4"=1'-0" a •o �. us *1 W Pool Trellis Floor Plan 1 /4"=1 '-0" ro FORUME r 2 y ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 16 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL r EDITED BY: iET DISTRIBUTIONS: JT PROJECT NO. 10-2651 Pool Trellis General Notes, Code Compliance, Plans, Elevations & Details A 19.51 FF_-- —-i, i n ir-- — — - — - - - i _� .16 .I �. V!L�u �.J, � I i J16: ili�ll I I,I IYali A 1911 _�'.lo:i,' I I I ,R,� :I: ,.�'.' I I � I I. - I l--T 0 u r U U) a N 0 0 N C) CM ti C 0 0 0 3 N u7 0 0 F A) E g 0 U 0 LO 0 N 0 0 m C it Uo Z W g 0 u_ 1 z a 2 0 o= a FOUNDATION GENERAL -STRUCTURAL 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2,000 PSF BASED ON A GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE. ALL WORK DATED SEPTEMBER 24, 2007. SHOULD CONDITIONS VARY FROM THE ASSUMED, THE SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. REQUIREMENTS. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED 02 DESIGN LOADS: FILL. A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING. B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS 03 CONCRETE FOR FOUNDATIONS: AND COLUMNS. A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. FOOTINGS 3000 PSI D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON SLAB ON GRADE 3000 PSI STRUCTURAL DRAWINGS. WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL C SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 x 6 -W1.4 x W1.4 OVER 5" OF 3/4 AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE GRAVEL. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING ACI STANDARDS 318, 304 AND 301. PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF FOOTINGS. THE ARCHITECT / ENGINEER. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: 0 CONCRETE MASONRY UNITS SLAB ON GRADE 1-1/2" 01 ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING UNITS CONFORMING WALLS 2" TO ASTM C90, GRADE N, TYPE I, WITH MINIMUM COMPRESSIVE STRENGTH OF UNITS = FOOTINGS 311 1,900 PSI ON NET AREA, WITH ASSUMED DESIGN COMPRESSIVE STRENGTH, F'M =1,500 1 GRADE BEAMS SHALL BE FORMED ON BOTH SIDES. PSI, UNITS MAY BE FABRICATED EITHER WITH NORMAL WEIGHT AGGREGATE (C33) OR 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH WITH LIGHTWEIGHT AGGREGATE (C331). VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY 02 ALL UNITS SHALL BE PLACED IN RUNNING BOND. METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 5 /o PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND 03 MORTAR SHALL BE TYPE M OR S. MIX 1 PART PORTLAND CEMENT, 1/4 TO 112 PART ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. IN HYDRATED LIME AND 2-1/4 TO 3 PARTS SAND, MIXED ON SITE. PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED 04 STORE ALL UNITS OFF GROUND TO PREVENT CONTAMINATION. COVER MATERIALS TO COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. PROTECT FROM THE ELEMENTS. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 1'-8" BELOW FINAL GRADE 05 NO AIR -ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, SUCH AS CALCIUM WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. CHLORIDE SHALL BE ADDED TO MORTAR. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 06 DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL MORTAR HAS ATTAINED MAXIMUM VERTICAL TO 2 HORIZONTAL. STRENGTH. WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING CONSTRUCTION IS IN PLACE, PROVIDE TEMPORARY BRACING. ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 07 THE FIRST BLOCK COURSE ON FOOTING SHALL BE FILLED SOLID WITH CONCRETE, INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL UNLESS NOTED OTHERWISE IN DRAWINGS. CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR ME T HOD. MAINTAIN A MINIMUM COVER OF V-6" TO BOTTOM OF CONCRETE. 08 CMU WALLS SHALL BE REINFORCED WITH TRUSS TYPE REINFORCING OF 9 GAGE ASTM 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST A82 WIRE, GALVANIZED, AT 16" ON CENTER (VERTICALLY), AND AT THE FIRST AND 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE SECOND BED JOINTS ABOVE AND BELOW WALL OPENINGS. ROCK AND PINNING THE WALL TO ROCK WITH #6 x T-0" LONG DOWELS AT 2'-8" ON 09 ALL MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO CENTER, GROUTED INTO ROCK, EXTENDING 1'-6" INTO ROCK. NO FROST PROVISIONS RESIST WIND LOADS OF 25 PSF. NOTE THAT FLOOR AND ROOF DIAPHRAGMS Wil L ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION PROVIDE ULTIMATE STABILITY FOR WALLS. UNTIL THESE ARE IN PLACE, MASONRY BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. WALLS SHALL NOT BE BUILT HIGHER THAN 10 TIMES THEIR THICKNESS WITHOUT 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BRACING. BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION, ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, WESTERN CEDAR NO.2 OR BETTER WITH MINIMUM E=1,000,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. 02 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9.1 OF CHAPTER 23 OF THE 2007 FBC. I G a.*] Column Section 09 1 1 /2"=1'-O" 1 1 /2"=1'-O" 3/4"=1'-0" ROOF DESIGN CRITERIA ® SHEET NOTES ROOF SLOPE = 70<RS<27" A REFER TO POOL DRAWINGS FOR POOL DECK L = 1 V-4" FT B = 11'-4" FT EAVE = 9'4' FT MEDIAN ROOF HGT = 1 V-13/8" FT END ZONE STRIP = 3.0 FT ROOF ZONE WIND PRESSURE ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/- 10 1.0 20.3 -32.3 20 1.0 18.5 -31.4 ZONE 1 50 1.0 16.1 -30.2 100 1.0 14.3 -29.3 > 100 1.0 14.3 -29.3 10 1.0 20.3 -56.2 20 1.0 18.5 -51.7 ZONE 2 50 1.0 16.1 -45.7 100 1.0 14.3 -41.2 > 100 1.0 14.3 -41.2 10 1.0 20.3 -83.1 20 1.0 18.5 -77.7 ZONE 3 50 1.0 16.1 -70.5 100 1.0 14.3 -65.1 > 100 1.0 14.3 -65.1 WALL COMPONENTS & CLADDING PRESSURES ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES 10 1.0 35.3 -38.2 20 1.0 33.7 -36.7 ZONE 4 50 1.0 31.6 -34.6 100 1.0 30.0 -33.0 > 100 1.0 30.0 -33.0 10 1.0 35.3 -47.2 20 1.0 33.7 -44.0 ZONE 5 50 1.0 31.6 -39.8 100 1.0 30.0 -36.7 > 100 1.0 30.0 -36.7 *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURES ASSOCIATED WITH SMALLER AREA Rafter to Beam Section 0 i 1 1 /2"= V-0" 1 /4"= 1 1-(III B STRAP MANUFACTURER SHALL BE QUICK -TIE OR SIMPSON. STRUCTURAL ENGINEER SHALL VERIFY ADEQUACY OF ANY DETAIL NOT SHOWN HERE. KEY NOTES 01 CONC FOOTING w/ (5) #5 REBAR EACH WAY, TOP & BOTTOM 02 #5 DOWEL AT EACH CORNER CELL 03 8" CMU COLUMN, ALTERNATE EACH COURSE 04 FILL ALL CELLS w/ 2,000 PSI GROUT & (1) #5 VERTICAL REBAR 05 2x2 ROUGH SAWN CEDAR AT 6" OC w/ (2)8d NAILS TO 2x4 06 2x4 ROUGH SAWN CEDAR AT 16" OC w/ (2)12d NAILS TO 3x6 07 3x6 ROUGH SAWN CEDAR AT 24" OC 08 48 ROUGH SAWN CEDAR RIDGE BEAM 09 412 ROUGH SAWN CEDAR TRELLIS BEAM 10 2x6 ROUGH SAWN CEDAR ON EACH SIDE OF RAFTER wl 1 /2" 0 THRU BOLTS 11 3/4" 0 HEADER ANCHOR BOLT, 4" MIN EMBED 12 COUNTERSINK NUT & WASHER, GLUE & PLUG 13 SIMPSON MTS12 AT 2x6 BEAM TO RAFTER OR APPROVED EQUAL, INSTALL STRAP BETWEEN RAFTER & BEAM 14 GALV MTL TRAY AT BEAM, SEAL AT STUCCO w/ URETHANE SEALANT 15 1 "xl 8" GALV MTL STRAP, RAFTER TO RAFTER DESIGN CRITERIA PER CODE (MINIMUM) BASIC WIND VELOCITY = 110 MPH IMPORTANCE FACTOR = 0.77 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.0 E DESIGN CRITERIA FOR PROJECT BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.0 ROOF TRUSS LOADING TOLL = 20 TCDL = 10 BCLL- BCDL- TOTAL = 30 A _*h- 1 ViTiA en =III=III ENGINEERING M11=111 "�+� GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com`���1�1111rrrl� �>CEN4 X� Oleck 4101! 2514 aFORUME .c 0 y ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT PROJECT NO. 10-2651 S19-52 X.I. TfI I._____ -1� - 0 T � T WOOD STRUCTURAL PANEL (PLYWOOD) FOUNDATION GENERAL ® CODES 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO FLORIDA FIRE PREVENTION CODE 2007 EDITION PROCEEDING WITH THE WORK. NATIONAL ELECTRIC CODE 2008 EDITION FORUME 01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 112" APA RATED SHEATHING, EXP. 1, APA IDENTIFICATION INDEX 32/16, OR BETTER. 02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING ZONE PLAN. 03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 05 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. MICROLLAMO OR PARALLAM@ BEAMS 01 MICROLLAM® OR PARALLAM@ BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. 02 MICROLLAM@ BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9 X 10^6 PSI FB = 2,600 PSI FT = 1,555 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 03 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 04 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS 05 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TRUSSES 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES. 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. U a N M m CD N co 0 0 3 LO a a� CD E g 0 U 0 a N C 0 0 U Y 0 LL W Z W. a Q 0 O J LL 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES, INC DATED SEP T EMBER 24, 2007. SHOULD CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4 C SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF M/VF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89, D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2" FOOTINGS 3" 1 GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER 1-FOOT BELOW PAVEMENTS SHOULD BE COMPACTED TO 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF V-6" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 1'-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A `WALL LENGTH OF AT LEAST 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x 3'-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING 1'-6" INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 04 DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. ACCESSIBILITY IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND FLORIDA ACCESSIBILITY CODE. ® SUMMARY BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA PICNIC PAVILION 1 697 SF 697 SF CODE COMPLIANCE OCCUPANCY TYPE U UTILITY CONSTRUCTION TYPE V-B AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED MEAN HEIGHT 40' 14'-10" MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY MAXIMUM AREA 5,500 SF 697 SF FIRE PROTECTION (FBC-B TABLES 601 & 602): INTERIOR BEARING WALLS 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR INTERIOR NON -BEARING WALLS ROUGH OPENING AT STUD WALLS. COLUMNS BEAMS, GIRDERS & TRUSSES 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA FLOOR/CEILING ASSEMBLY TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT ROORCEILING ASSEMBLY SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY EXTERIOR BEARING WALLS SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT EXTERIOR NON -BEARING WALLS DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. GENERAL - SITE WORK 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF ETC. BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. ® LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E =1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9.1 OF CHAPTER 23 OF THE 2007 FBC. 05 JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT'TIMBER CONNECTIONS' BELOW: i) A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA. STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED TO PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. 11) A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. ® GENERAL - STRUCTURAL 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING. B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT l ENGINEER. 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments 0 U w E City of Zephyrhills, FL `0 0 0 T SET DISTRIBUTIONS: 08118I10 Bid & rmit Set EDITED BY: JT PROJECT NO. 10-2651 z U 0 Picnic Pavilion o ----- General Notes W & Code Compliance 06 U LU _t I U 0-1 A 19.61 0 LL ® ASSEMBLIES ® SHEET NOTES Co II M U a 0 of 0 Y M Q r C) N 00 Co C O O 0 3 -a N 0) LO N a a E g 0 U 3 O a Lo to CV C O O U Y O L.L Z W a a 0 Ix O J LL 1 11 1-O" TRUSS BRG 1x6 1 x4 &Typ. olumn Detail &6c�4 olumn Detail 3/4"=1'-011 6"=1'-0" @ All Columns Siding To Trim at Gable above hip Pavilion Elevation Detail 3"=1'-0" 1 /4"=1'-0" TYPE/RATING DESCRIPTION TYP w-1 NON RATED FIBER CEMENT PANEL I TRIM BOARD OVER BUILDING WRAP 7116" EXTERIOR GRADE WALL SHEATHING (15/32" P.T. PLYWD SHEATHING FIRST 4' 2x WOOD STUDS AT 16" OC 1 I_ TYP RC-1 NON RATED 30 YEAR ARCHITECTURAL FIBERGLASS I ASPHALT SHINGLES ON 30# FELT 1/2" CDX EXTERIOR GRADE SHEATHING ROOF TRUSSES @ 24" OC (1) LAYER 5/8" EXTERIOR GRADE GYPSUM SHEATHING 12 6 Pavilion Elevation MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A19.61 FOR GENERAL NOTES B ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE C ROOF SLOPE 6:12, LINO D ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 ROOF SYSTEM PER SPECS. 02 TYPICAL FASCIA TRIM: 2X8 ALUM. CLAD CONT. FASCIA BOARD W/ ALUM. DRIP EDGE ABOVE @ ROOF PERIMETER. 03 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT EAVE OVERHANG WITH INSECT SCREEN 04 FIBER CEMENT TRIM BOARD. PROVIDE FLASHING AS NECESSARY 05 HEAVY DUTY PARK GRILL, MIRACLE #1104-8, SET IN CONCRETE FOOTING AS PER MFR's SPECS BUILDING TYPE: PP ATTIC SPACE: 06 ADA46" SQUARE HEAVY DUTY ALL STEEL PICNIC REQUIRED NFA VENTILATION TABLE, HIGHLAND #166-1099, ANCHORED TO SLAB Attic area (Including Soffit).. 765 SF NFA regd (Attic Area / 150): 5.1 SF 07 46" SQUARE HEAVY DUTY ALL STEEL PICNIC TABLE, Total reqd ventilation area in SI (Net Free Area X 144): Upper portion reqd (Total Reqd Vent Area X 50%): 734.4 SI 367.2 SI HIGHLAND #166-1007, ANCHORED TO SLAB Lower portion reqd (Total Reqd Vent Area - Upper Portion): 367.2 SI PROVIDED NFA VENTILATION - UPPER 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED (3 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 414 SI PROVIDED NFA VENTILATION - LOWER 09 22"06" ATTIC ACCESS PANEL MFR: Hardie Model: Perforated Cement Board Soffit Total soffit material to be used: 105 LF 10 12" ROUND DECORATIVE FOAM LOUVER NFA of soffit material per LF: 5 / LF Total provided: 525 SI 11 FLUSH MOUNT EXTERIOR LIGHT 12 FIBER CEMENT STARTER STRIP 10 19 13 ONE-PIECE CORNER TRIM: 1x4x4 14 FIBER CEMENT PANEL 15 FIBER CEMENT HORIZONTAL LAP SIDING: 6" EXPOSURE 01 16 CONT. SEALANT 02 17 METAL FLASHING 08 18 SELF ADHERING MEMBRANE 47'-n 1 !9" 03 19 FIBER CEMENT SHINGLE SIDING 20 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO 13 MEET CODE 08 21 BUILDING WRAP 22 ROOFING FELT UNDERLAYMENT 23 ROOF SHINGLES 24 2X P.T. BLOCKING 1 /4"=1 '-0" 05 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 j AA0002731 www.forumarchitecture.com THE ICHMAN OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL / / Y ED mo U)CD WW 2 n 0 SHEET REVISIONS: 1 EDITED BY: JT, AS PROJECT NO. 10-2651 Picnic Pavilion Plans, Elevations & Details Pavilion Reflected Ceilin Plan i.—ram I R i Pavilion Roof Plan V-4"TYP. 1 /4"=1'-0" Pavilion Floor Plan T -__ II 1. ITT-._-T-- - �- 1 /4"=1 '-0" Al 9.62 ® FOOTING SCHEDULE I I O (0 U rn a rn 0 O 0 N 00 C O N 0 A FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. Slab Edge Detail 1 1 /2"=1 '-0" MARK SIZE REINFORCEMENTS COMMENTS BOTTOM TOP L W I D SHORT BAR LONG BAR SHORT BAR LONG BAR F-1 I 24" 24" MIN. @ 24"IES O.C. 3 #5 --- 1 #5 F-2 CONT. 12" 22" --- 1 #5 --- [line LU c z of ,. w w I I- W PER 0 o CHEDUL U M GFooting Detail @ Slab Edge 1/2" SEE PLAN 03 _ Footing Detail @ Column F-2 I 6-0 1/2" 1 I Ill LL ! I I i n 1-1 10'-11" 1' 1rr 5'-11 1/2" I _ n 4'-11 1/2" C.J. - F-2 F-2 r-----------Ll Fr------- LL LL u_L_ - J u_ 1 r -1 F-1 -11 ! I I I ! 01 I N i I Cv LL I I LL I a o I � I /T I 0'-0" -� CENTER J I SLOPE SLOPE- LL �1 F I I i ! w I ! a I o U I U_ L I -1 1/4" L-1 F-1 E.O.S., TYP. F-1� �r--1r f -----------w L---------- LLB F-2 F-2 1'-1 10'-11"le 1-1 10'-11 1'-1rr 25'-1 " Pavilion Foundation Plan 0 CV —0'-011 T.O.S. TYP 1 /4"=1 '-0" ® KEY NOTES 01 CONCRETE SLAB: 4" THICK POST TENSIONED SLAB ON ON 6 MIL VAPOR BARRIER, BROOM FINISH 02 FOUNDATION REINFORCEMENT PER SCHEDULE 03 2x4 PT BOTTOM PLATE W/ 1/2" x 8" ANCHOR BOLTS AT 18" OC 04 EXTEND TURNDOWN AS REQ PER GRADING PLANS TO MAINTAIN MIN DEPTH BELOW FINISH GRADE, SLOPE AWAY FROM BUILDING ® LEGEND EDGE OF FOOTING BELOW EDGE OF SLAB Al•W — wren III —III �� ENGINEERING 1=111= �/V M11-M11 „V GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-346 Web Site: www.mgmclarevftq n.p����������'rIj R + t F. Oleck FL PE #5251 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT, AS U z PROJECT NO. 10-2651 Z w Picnic Pavilion o Foundation Plan & Details w ry U w 2 U 0 S19,63 IL 9 11 T, !I 1 1 711._'r - 1 ..1 '. I ,11 1 1 i i 1 T-1-T— 00 77 CU a 0 N CD 00 C 0 r, 0 CL 3 .1,11'-0" SS BRG. �Framing Detail BEAM ABOVE 19 18 20 3/4"=1'-0" � 1 1 Soffit Section 1 1 /2"= V-0" 11'-0" TRUSS BRG. i 0' 0" BEAM / HEADER ANCHORAGE ROOF DESIGN FACTORS SHEET NOTES HEADER SIZE HEADER TO SUPPORT STUDS ROOF SLOPE = 70<RS<270 A REFER TO SHEET A19.61 FOR GENERAL FRAMING UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) L = 20.1 FT NOTES 4'-l" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) B = 20.1 FT > 8'-1" (2) SIMPSON MSTI27 ((1) ON EACH SIDE) EAVE = 10.0 FT B REFER TO SHEET Al9.62 FOR ASSEMBLIES MEDIAN ROOF HGT = 13.5 FT ® BEAM / HEADER LEGEND ■ KEY NOTES TAG SIZE DESCRIPTION WIND PRESSURE - OPEN STRUCTURE B-1 (2)1 3/4"x11 7/8" LVL ± 40.7 PSF NORMAL TO ANY PROJECTED SURFACE B-2 (2) 2X12 SYP#2 W/ CONT. 7/16" FLITCH "FASTEN PL YS W/ 2 ROWS OF 16d NAILS @ 12" OC, EA. PLY 0 STRAPPING SCHEDULE BEAM / HEADER SUPPORT SCHEDULE UPLIFT REQ CONNECTOR MODEL N0. MAX LOAD JACK STUDS KING STUDS 0-720 LBS (1) LTS12 720 LBS HEADER SIZE PER SIDE PER SIDE REMARKS 720-1000 LBS (1) MTS12 1000 LBS UP TO 4'-0" 1 1 UNO 1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS 4'-1" TO 8'-0" 2 2 UNO 1455-2000 LBS (2) MTS12 2000 LBS > 8'-1" 3 3 UNO 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS "MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP SINGLE -PLY GIRDER (1) HTS20 1450 LBS LEVEL TO FOUNDATION DOUBLE -PLY GIRDER (2) HTS20 2900 LBS ROOF TRUSS LOADING TOLL - 20 TCDL = 15 BCLL- BCDL = 10 TOTAL = 45 USI SPACING - 24" OC 70 PANEL EDGES w �0 PANEL FIELD 8d NAILS @ 4" O.C. 8d NAILS @ 8" O.C. i(D 8d NAILS @ 4" O.C. 8d NAILS @ 6" O.C. i(D 8d NAILS @ 4" O.C. 8d NAILS @ 6" O.C. NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN ROOF HGT. IS GREATER THAN 25' Roof Fastening Zone Plan Typical 1 /16"=1'-0" 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL. BROOM FINISH ALL 02 PREFAB GABLE END TRUSS W/ VERTICALS @ 16" OC 03 2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" OC OR AS SHOWN 04 REFER TO SCHEDULE FOR STUD REQUIREMENTS @ EA. END OF BEAMS 05 PREFAB WD. ROOF TRUSSES @ MAX. 24" OC, SIMPSON H5 @ EA TRUSS BRG., (1) SIMPSON MTS12 OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS NOTED ON PLAN 06 (2) SIMPSON H5 EACH TRUSS (2) MTS12 @ GIRDER TRUSS TO DOUBLE TOP PLATE CONNECTION (UNLESS OTHERWISE NOTED) 07 (2) SIMPSON LTSA24S EACH END OF BEAM TO STUDS (@ TOP OF COLUMN SECTION) 08 SIMPSON HTT16 W/ 1/2" A.B. W/ 7" MIN. EMBEDMENT 09 (2) X 1/2" ANCHOR BOLT.W/ 7" MIN. EMBEDMENT 10 DOUBLE TOP PLATE, TYP. 11 46 KNEE BRACE 12 CONT. PERFORATED FIBER CEMENT SOFFIT AT ALL EAVE OVERHANGS W/ INSECT SCREEN 13 2x8 ALUM CLAD CONT. FASCIA BOARD W/ ALUM DRIP EDGE 14 BEAM OR HEADER AS PER SCHEDULE ON FRAMING PLANS. SEE STRUCTURAL FOR DETAILS 15 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) 16 FIBER CEMENT TRIM BOARD 17 (4) 3/8" DIA. LAG SCREWS; 3" PENETRATION 18 SIMPSON HETA18 @ BOTTOM 19 ONE PIECE CORNER TRIM 1x4x4 20 FIBER CEMENT PANEL 21 FIBER CEMENT HORIZONTAL LAP SIDING 22 CONT. SEALANT 23 CONT. NON -PERFORATED FIBER CEMENT SOFFIT AT GABLES 24 FIBER CEMENT SHINGLE SIDING LEGEND HEADER OR BEAM - - WALLS BELOW ■ DESIGN CRITERIA PER CODE (MINIMUM) BASIC WIND VELOCITY = 110 MPH IMPORTANCE FACTOR = 0.77 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.0 M DESIGN CRITERIA FOR PROJECT BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = 0.0 wren A �IIIII�I ENGINEERING GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel_ (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com I'twillllstill 4 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT, AS U z PROJECT NO. 10-2651 Z c� w Picnic Pavilion 0 Framing Plan & w - Details 06 w _. tY .F '0 W Column Section 1 Pavilion Section Pavilion Roof Framing Plan 77:r�i LT-Trf��_ I i.. _._ r__ir. 1 /4"=1'-0" * r R.F. Oleck�pa ml 4 I 0 S19-64 D 0 LL (9) FORUME + 8' PICNIC IP"ILI ELECTRICAL PLAN SCALE: 1 /4"®1 �-0" 0 2' 4' 8' LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS REMARKS A EXTERIOR CEILING MOUNTED FIXTURE WHITE ACRYLIC DIFFUSER 120 2—CFr13W GX23 RATED FOR WET LOCATION SGM ENGINEERING, INC. 00 F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL.• (407) 767-5188 p. �1 6 Baldwin Park, FAX: (407 767-5772 .. * *j 7k — Orlando, Florida 32814 �+ CA-00006208 F� (!� Project number. 2010-090 www.sgmengineenng.com Copyright ©2010 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: NDM 0 z PROJECT NO. 10-2651 z 0 w Picnic Pavilion E Electrical Plan w z W I U LU U 0� El 9.65 0 LL 0 �� � �, TP I i I is I I I I e:,—A L;-1_, i�,, 1,i.., —1 --F --- T---------T — I —Fr— ¥ Af y\P\ � Z-7: � � \ \ y.. . . .. - /- C Fort King Colony Owner. FORT KING COLONY, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach . Florida. 33409 P: 561.242.4814 ; F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue. Suite 11211 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com ra7 Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 j Orlando. Florida . 32819 P: 407.354.5411 1 F: 407.354.5411 1 E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando. Florida. 32814 P: 407.767.5188 I F: 407.767.5772 1 E: victor@sgmengineering.com �.i'll! ` ARCHITECTURAL DRAWINGS A1.01 Title Sheet, Drawing Index & Issue History _ A1.02 Code Compliance, Matrices, Abbreviations & Symbols Al 03 General Notes A1.04 Construction Assemblies A1.05 Referenced Assemblies A1.06 Referenced Assemblies A2.01 Architectural Site Plan STRUCTURAL DRAWINGS ISSUE HISTORY Awisewer: PLUMBING DRAWINGS I P14.00 Schedules, Details & Notes P14.11 Building Type III - First & Second Floors Plumbing Plan P14.12 Building Type III - Third Floor Plumbing Plan P14.13 Building Type Ill -A - First & Second Floors Plumbing Plan P14.14 Building Type Ill -A - Third Floor Plumbing Plan P14.21 Building Type XVIII - First & Second Floors Plumbing Plan P14.22 Building Type XVIII - Third Floor Plumbing Plan P14.70 Typical Units Plumbing Plans P14.71 Typical Units Plumbing Plans P14.72 Typical Units Plumbing Plans P14.80 Water Riser Diagrams P14 81 Sanitary Riser Diagrams i MECHANICAL DRAWINGS M15.00 Mechanical General Notes M15.11 Building Type Ill - First & Second Floors Mechanical Plan M15.12 Building Type III - Third Floor Mechanical Plan M15.13 Building Type III -A - First & Second Floors Mechanical Plan M15.14 Building Type Ill -A - Third Floor Mechanical Plan M15.21 Building Type XVIII - First & Second Floors Mechanical Plan M15.22 Building Type XVIII - Third Floor Mechanical Plan M15.70 Typical Units Mechanical Plans M15.71 Typical Units Mechanical Plans M15.72 Typical Units Mechanical Plans M15.90 Mechanical Schedules & Details �ELECTRICAL DRAWINGS 3 DFO UMM, L 2 N ARCHITECTURE & INTERIOR DESIGN, INC. 01 PLANNING I ARCHITECTURE I INTERIOR DESIGN U) 0 0 745 odenta avenue, suite 1 21 altamonte springs, fl 32101 C phone: 407.830.1-100 06 fax: 407.830.4143 AA0002 , 31 www.forumarchitecture.t. )m TAE 11'k`,.HMAN Rolip OF FLORIDA, INC. Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT PROJECT NO. 10-2651 Title Sheet, Drawing Index & Issue History A1,01 F2 11 iii ht —i ASSEMBLIES - WALLS 0 ASSEMBLIES - ROOF N_ I a� U a 0 7t N a N M c 0 a a� 0 41 z Q U TYP AT BALC, CLOSET TO PILASTER W-11 FBC SECTION 721 1-HR ]t�F PILASTER 2x WOOD STUDS PER STRUCTURAL DRAWINGS SHEATHING PER STRUCTURAL DRAWINGS (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD ALC. CLO. TYP AT UNIT TO ATTIC & UNIT TO PILASTER W-12 FBC SECTION 721 1-HR ATTIC OR PILASTER 7/16" EXT GRADE OSB SHEATHING (1) LAYER 5/8" FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS UNIT -~ ....... - TYP GABLE END W-13 NON RATED EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE I SHAKER SIDING I (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING WOOD TRUSS W/ VERT MEMBERS AT 24" OC MAX ATTIC TYP DRAFTSTOPPING AT ATTIC 0 NON RATED ATTIC (1) LAYER 7/16" OSB OR 1/2" GYPSUM BOARD, ONE SIDE WOOD TRUSS W/ VERT MEMBERS AT 24" OC MAX WHERE VERT MEMBERS ARE NOT IN LINE WITH TENANT/ CORRIDOR WALL, GC TO INFILL AS RQD AT 24" OC MAX ATTIC TYP AT UNIT CLOSET TO BALCONY CLOSET (UFAS UNITS ONLY) W-15 U305 1 HR CLOSET (1) LAYER 518" FIRE RATED EXT GRADE GYP BD (1) LAYER 5/8" FIRE RATED GYP BD R-13 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS UNIT TYP AT FACP CLOSET TO UNIT UL U305 1-HR CLOSET 1 H (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION 2X WOOD STUDS AT 16" OC (1) LAYER 5/8" FIRE -RATED GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS (1) LAYER 1/2" GYP BD UNIT -7 D TYP AT FACP CLOSET TO UNIT W-17 UL U305 1-HR CLOSET —]UNIT (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION HORIZONTAL RESILIENT CHANNELS SPACED 24" OC (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD 2X WD STUDS AT 16" OC TYP TENANT SEPARATION AT BALCONY W-18 FBC SECTION 721 1-HR BALC FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD DOUBLE ROW WD STUDS AT 16" OC PER STRUCTURAL, STAGGERED 2-1/4" AIRSPACE (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE 1 CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP BALC 0 ASSEMBLIES - WALLS TYP AT EXT WALL W-1 U356 1-HR EXT _ FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / SHAKER SIDING I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 7/16" EXT GRADE OSB SHEATHING (15/32" PT PLYWOOD FIRST 4') (1) LAYER 5/8"FIRE-RATED GYP BD R-13 UNFACED BATT INSULATION WOOD STUDS PER STRUCTURAL DRAWINGS INT C..;_ =.. ..: TYP AT PILASTER I COLUMN W-2 FBC SECTION 721 1-HR i EXT CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP 5/8" EXT GRADE FIRE RATED GYP BD WD STUDS PER STRUCTURAL DRAWINGS PILASTER OR COL. INT TYP BREEZEWAY WALL w-3 UL U305 1-HR EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 5/8" FIRE -RATED GYP BD (1) LAYER 5/8" FIRE -RATED GYP BD " R-13 UNFACED BATT INSULATION HORIZONTAL RESILIENT CHANNELS SPACED 24" OC WOOD STUDS PER STRUCTURAL DRAWINGS INT I = I� i TYP AT BREEZEWAY & PLUMBING WALL W-4 UL U305 1-HR 70, EXT 1 HR FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD 2x WOOD STUDS AT 16" OC R-13 UNFACED BATT INSULATION (1) LAYER 5/8" FIRE -RATED GYP BD 2x WD STUDS PER STRUCTURAL DRAWINGS (1) LAYER 1/2" GYP BD INT RATED TYP AT FACP CLOSET W-5 UL U305 1-HR EXT FIBER CEMENT HORIZONTAL LAP SIDING 6" EXPOSURE I CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BLDG WRAP (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD (1) LAYER 5/8" EXT GRADE FIRE -RATED GYP BD R-13 UNFACED BATT INSULATION 2X WD STUDS AT 16" OC CLOSET - W-6 FBC SECTION 721 1-HR TYP TENANT SEPARATION UNIT (1) LAYER 5/8" FIRE -RATED GYP BD DOUBLE ROW 2X STUDS AT 16" OC PER STRUCTURAL, STAGGERED 2-1/4" AIR SPACE R-11 KRAFT FACED BATT INSULATION, ONE SIDE. FIREBLOCK PER 2/A7.22 (1) LAYER 5/8"FIRE -RATED GYP BD UNIT TYP TENANT SEPARATION VJ-7 FBC SECTION 721 1-HR UNIT (1) LAYER 5/8" FIRE -RATED GYP BD DOUBLE ROW WD STUDS AT 16" OC PER STRUCTURAL, STAGGERED 2-1/4" AIR SPACE R-11 KRAFT FACED BATT INSULATION, BOTH SIDES. FIREBLOCK PER 2/A7.22 (1) LAYER 7/16" OSB, ONE SIDE (1) LAYER 518" FIRE -RATED GYP BD UNIT =" TYP INT NON -BEARING WALL W-8 NON RATED ROOM (1) LAYER 1/2" GYP BD (1) LAYER 1/2" GYP BD 2x WOOD STUDS AT 16" OC ROOM TYP AT INT BEARING OR SHEAR WALLS, REFER TO STRUCTURAL DRAWINGS W-9 UL U305 1-HR ROOM (1) LAYER 5/8" FIRE -RATED GYP BD (1) LAYER 5/8" FIRE -RATED GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS ROOM TYP AT INT SHEAR WALLS, REFER TO STRUCTURAL DRAWINGS W-10 UL U305 1-HR ROOM --'ROOM (1) LAYER 5/8" FIRE -RATED GYP BD (1) LAYER 7/16" OSB, ONE SIDE (1) LAYER 518" FIRE -RATED GYP BD WOOD STUDS PER STRUCTURAL DRAWINGS TYP AT UNITS RC-1 GA RC2602 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES 1-HR ON #30 FELT 1/2" 5-PLY APA RATED PLYWOOD, EXP. 1, PER STRUCTURAL ROOF TRUSS PER STRUCTURAL DRAWINGS R-30 BLOWN INSULATION (2) LAYERS 5/8" FIRE RATED GYP BD TYP AT BREEZEWAYS I BALCONIES RC-2 GA RC2602 30 YEAR ARCHITECTURAL FIBERGLASS I ASPHALT SHINGLES 1-HR ON #30 FELT 1/2" 5-PLY APA RATED PLYWOOD, EXP. 1, PER STRUCTURAL ROOF TRUSS PER STRUCTURAL DRAWINGS (2) LAYERS 5/8" FIRE RATED EXT GRADE GYP BD ASSEMBLIES - FLOOR / CEILING TYP AT UNITS FC-1 314" GYP-CRETE TOPPING UL L546 23132" T&G OSB FLOOR SHEATHING ACTUAL DIMENSION 1-HR 20" FLOOR TRUSSES @ 24" OC R-11 UNFACED BATT INSULATION A. RESILIENT CHANNELS @ 12" OC IN BEDROOMS, BATHROOMS & CLOSETS B. SOUND CLIPS @ 48" OC ON ALTERNATING TRUSSES WITH FURRING CHANNELS @ 12" OC PERPENDICULAR TO TRUSSES IN ALL OTHER LIVING SPACES (REFER TO DETAIL BELOW FOR SPACING DIAGRAM) (1) LAYER OF 5/8" FIRE -RATED GYP BD N r 7 1 IOQCQ - 'IA. (V+ CEILING SYSTEM W/ RSIC-1 CLIPS (ALL LIVING SPACES EXCEPT BEDROOMS, BATHROOMS & CLOSETS) FURRING CHANNEL RSIC-1 CLIPS TYP AT BREEZEWAYS 0NN UL L528 1 1/2" TO 3" CONC ON 60 MIL ELASTOMERIC MEMBRANE 1-HR 23132" T&G OSB SHEATHING ACTUAL DIMENSION 17" WD TRUSSES @ 24" OC RESILIENT CHANNELS @ 16" OC (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD TYP AT MID -LANDINGS FC-3 GA FC5406 1-HR 1 1/2" TO 2 1/2" CONC ON 60 MIL ELASTOMERIC MEMBRANE 23132" T&G OSB SHEATHING ACTUAL DIMENSION 2X10 WOOD JOISTS @ 16" OC (2) LAYERS 518" EXT GRADE TYPE X GYPSUM BOARD TYP AT BALCONIES FC-4 UL L528 N, 1 1/2" TO 3" CONC ON 60 MIL ELASTOMERIC MEMBRANE 1-HR SHINGLE LAP SEAMS PARALLEL TO SLOPE 23/32" T&G OSB SHEATHING ACTUAL DIMENSION SLOPED TOP CHORD WD TRUSSES @ 24" OC (SEE DETAILS) RESILIENT CHANNELS @ 16" OC (1) LAYER 5/8" FIRE -RATED EXT GRADE GYP BD ■ CALCULATED ASSEMBLIES 1 - HOUR CALCULATED FIRE RESISTANCE FLORIDA BUILDING CODE CHAPTER 7 SECTION 721 BASED ON TABLES 721.6.2(1) & 721.6.2(2) W-2, 6, 7, 11, 12,18 MATERIAL RATING (MINS.) 5/8" FIRE RATED GYPSUM BOARD 40 WOOD STUDS @ 16" O.C. 20 TOTAL 60 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1'; 21 altamonte springs, fl 32131 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 08118/10 Bid & Permit Set_ EDITED BY: JT PROJECT NO. 10-2651 Construction Assemblies 1 A1.04 �T-, i - i-F-Tr �-r iti ii 1 --r— UL L546 (CONT.) UL U356 UL U356 (CONT.) (D Ca U C0 2 < 11- IN 00 �? (D � - M � � C) N � r-_ � � M C 0 -0 0) = 0 Design No. IL546 Fc:bruairy 14, 20 1 1 Unrestrained AssemblyRating - I Hy Finisli Rating - 24 or 25 NEn (See Item 5) I . 1. Flooring System - The flooring oy stem sh all consist of one: of the foll owing System No. 6 S,ubflooririg hfift 1�132 of 1932 in- thick wood stuctufal panels, fnin grade "C-D" or "Sheathing". Fare grain e�5f plywood of strengt�. axis ofpatnel to be perpendiculafto tfussess ,,vith joint� staggered - Vapor Barrier - (Op tiumal) - Nom 0. 030 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Tapping Affixture' -Min 3�4 or I in thicknes s offloor topping miywre for 19/32 or 15n2 in thickwood structural panels respectively, having a min compressive: strength of 1000 psi, RtFtrto manufacturer's instructions accompanying the material for specific mix d.esign. ALLTEDCTTSTOMGYPSVMPIARTERWORKSLLC- Accu-CreLe, AccuRadiant, AccuI,Evet G40 and A c cuLev el SD �O Alternate Floor MatMterial' - (Optional) - Flo�w fnat material nominal 2 - 9 5 fnfn thick loose laid over the subfl o oi Fl oor topping sh at I b c a miri of 3/4 in. or I in. th ickne�s s of fl o or t i pping for 19/32 or 15�32 in- thi A wood structural panels itspectively. ALLIED C-USTOM GYPSUM PIASTERWORKS LLC - Type AccuQuitt P80, Type AccuQuitt C40, Type: AccuQui et RSM 20, Type AccuQuif�t RSM 32, TypeAccuQuiet RSI�6 48, Typ� AccuQuif-.tl SM 64, and Type AccuQ_iietRSM 120 2- Trtisses-Paialltl chorcltr-usses spacedamax of241n OC fabricated from nom 2 by 4 lumber,with lumber oriented vertically at horizontally. Min truss depth Is 12 in Min truss depth is 12 in- wh,en used with Item 7C. Truss members secured together with min 0.036 in. thirkZalv steel plates. Plates: have 5JI6 in. lorip. teeth pf,�-jecting perpendicular to the plane ofthe pl ate. The teeth aft ifi. pairs facing each other (made by the same - punc!h), forming a split tc,oth type plate. Each tooth hag a chi�sel point on its outsi de edge with these points being diagonally c3pposite each other for each pair The top half of each tooth has a twist for stiffness. The. paii-,- are irptated on approximately 7/8 in- centers with four rows ofteffth per inch ofplatc wi dth 3- Air Duct* (Optional) -Any TJ_L Class 0 or Class 1 flexibl c air diictinstallc6 in accordance vqth the instilucti�,ns provided by the darriper manufacturer 4- C eiling Damper * - (Optional. To b e lased witlk Air Duct Item 3.) - For u se with min 18 in. deep trusses. Max nom area shall be 324 s q in. May squ are s Lze s hall l,e IS in. by 12 in. Re ctangular size s r, ot to ex cetd 324 sq in with a max vt dth of 12 in. Max height of damper shall be 14 in- ASaregate damper openings sh all n ot erceed 162:;cl in. per I 00 gq ft of c eiling area. Damper installed in accordance with the manuEacturefo installation in stru rti c5n s provide d vi th tb e damper. A gte el grille (Item 9) A all be in stall ed in ac cordan c P with in st ail ad on instricticris C&SAIR PRODUCTS - Model RD-521 I'OT TOEFF - Model CFD-521 4A. Alternate Ceiling Damper' - Max nom area shall be 196 sq in Max square size shall be 14 in. b-y 14 in Rectangular sizts not to exceed 196 sq in. v, ith a max width OF 26 in. Max b eight of'damper shall be 7 in, Aggregate damper openings shall not exceed 92 sq in per 100 sq ft of ceiling area. D amper nstalleci ' ' in accordance with the! manufacturers installation instructions provided with the damper, A stati F'rille (Item 9) I -lot to exceed 144 in 2 shalt be installed in accordance With installation instructions C&SAIRPRODrCTS -Model RD-521-BT POTTORFF-Model CFD-521--BT. 5- Eatts andElankets' - (Optional With Items7and 713; Requir2dWith Item 7A) - Max 3-lf2in. thickness ofg1ass fiber insulation. Insulation securedto thcptywoocl subfloorwith staples spaced 12 in. CC orto thr� trusses with 0,090 in cliam gatv steel wires spaced 12in OC.Any glass fiberinsulation bearingthr..TTL Clas sification Marking as to Surface Burning Characten stics and/or Fire Resistance, having a inin density of 0 5 pcf may be: use d. As an option, the insulation may be fitted in the conce:aled space, draptd over the resiLitnt channel s and gypsum board ceiling membrane wher. the resilient channels and gypsum board attachment is -ed as spec mo difi ified in Items 6 and 7. The finishedrating has only been determined when the insulation is secuie!dto the sulbEoorwlth the exception ofType AG-C. The finish rating forType AG-C when batt insulation is draped over the resilient channel/gypsum board cemiling monibrarie is 24 min. 5A. Fiber, Sprayed* -As an alternate to Item 5 when insulation is draped overthe resilient channels and gypsum board ceiling membrane, Spray -applied cellulose. insulation material having a min density of 0-5 pcf and insta.11cd at amax thicL-ness of 3-1/2 in. When used, the rcsilLert: channel andgypsurn board atta-clinient is modified as specifiedin Items 6 and 7 and wire! mesh (Item 10) shEtll be attachtdto the furring channels to facilitate. instEtIlation ofthe material. The finishedirating when Fibe:r, Sprayed is use� has riot b"n determined The fibPris applied with water within the uonuu��Lltd spare, over the iesilient channtQgypsum bQ�strd ceiling membrane, in accordance witli. the application instructions suppliedwith the product. Alternatezriplicatica , method The fiber is applied with U.S_ Greenfiber LLCType AD100 hot mt-It adhesive at a nominal ratio ofone part adhesive to 6.6 parts fiber in accordance with the application instructions supplied with the product. Alternate application method The fiber is applied uithoutwatpt or adh esive in accordance. with the applic ation instructi on s suppli ed ,az th the pro duct. U S GREENFIEBERL 1 C - Cocoon2 Stabilized or Cocoon-FR�M (Tire Rated Material) 5B. Fib er, Sprayed * - As an i�ilternatt to Items 5 and 5A, Spiay-appli ed cf,llulos e insulaticri material When -used, the resilient cl2arintl and gypsum b,:.ard attachment is modified as specified in Items 6 and 7, and wire mesh (item 10) s:hall be atta.Aed tc, the furring Qlaarinels to facilitate installation of the material. The fiber 1 s applied with water within the concealed space, over the resilient ch antic 1/,Syps uni boar i ceiling membrane, in accordance with the appli:at:ion instructi ons: suppl ed with the procluct, and may substantially fill the concealed space ' Nominal dry density of 3 0 lb/ft3 Alternate application method The fiber is applied with TTS. Greenfit-ei ILC Type AD100 hot melt ac'1hesive at a nominal ratio of one part adhesive to 6.6 parts fiber -in accordam:e -,vi th the application instructi ons suppliedwitla the product. Nominal dry ctensity 4 2.5 ib/ft3. -Alternate a_ppLicati on metliod: The fiber is apph cd without water or a-dhesive at a norninal dry density of 3.0 lb/fP, in accoidance with the applicat on instructions s upplicd wit�i the product. When Item �B (Fiber, Sprayed) is used, two layers of gypsurn bv�Lr� reqvirt6 as described in It= 7. 1TQt evaluated for use with Item 6B, 6C or 61)� U S GREENFIBERLL C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 6- Resilient Channels - Resilient channels, V2 in. deep by 2-3/8 in. wi de at the base and 1-312 An. wide at the face, forna ed from 0.020 in t hick g alv steel, space d 16 in. CC pefp en eliculaf t o tfusse s. When insul ation (Ite ins 5, 5A, 51�) is draped over the fessili ent ch mne!Ugypgirm boaif� ceiling membrane, the spacing shall -be fedu cei to 12 in OC C%annpls rp cured to each truss with 1-114 in long Type S bugle head steel s crem, s. Channels overlapped 4 in. at splices Two chamit1s, spaced 6 in OC, oriented opposite each gypsum board endjoint as shown in tht above illustration. Additonal. channels shall extend 6 in beyond each side edge ofboard, 6A. Strel Framing Members' - (Not Shown) - As an ailtemate: to Item 6, furring channels and Steel Traming Members " as describ ecl bel ow a. Furring Channels - Formed of No. 25 MSG galv steel, 2-3/9 in, wide by ')/8 in. deep, spaced 24 in. CC perpendicular to trusses. When batt insulation (Items 5) is draped over the resilient claannel/gypsum board ceiling membrat-Le, the feoilient channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described in Item b Ends of adjoining chaiiiiiels o-verlapped 6 in. and tied together with double sttand ofNo 12 SWC4 gatv steel wire near each end of overlap b- Steel Framing Members' - Uscd to attach furring cnannels (Rom a) to trussps (Item 2). Clips space d 48 in. -F2 in. coarse drywall screw through the center OC. ISIC-1 clips secured to altematingjoi5ts with No. 8 x 2 grommet. RSIC-V dips st-,cure6to alternating joists witl-i ITQ. 8 z 1-1/2 in, coarse dr�,all screw thLQugh the center hole. Furring channels are friction fitted Into �Ilps. Ad_jQimng channels are overlapped as described in Item a As an alternate, ends of adjoining channels may be overlapped 6 in. an A s ecured together with two selF-tappin8 No. 6 framing screws, min 7/16 in. long at the midpoint ofthe overlap, with one sci ew on eachil ange of the channel Additi oral dtp�s fequirpd to hold furr-ing nhannpl that supports the gypsum board butt j:�ints, as �Iescribed in Item 7. 11AC LITTERNATIO NAL INC - Typ e RSIC-1, R SIC-V i ___ - - - - - __ .. - ____ I UL L546 (CONT.) - 'B.Alternate Steel Fr am in gMembers— (Not Shown) -ks an altem ate t-o It ems 6 and 6A,mainrunners, cross h tees, cross chatin cis and wall angle as I isted below a Main Runners — Nc?m 10 Or 12 ft long, l5f16 in� or 1-1/2 in widr fact-, spac,ed 4 ft OC Main runarls su,z- p en d e d by mi n 1 2 �'W G g al v ste el h ang e r wire s qp ac ed 4 S in. 0 C. H ang er wire s to b e I oc ate d a dj acent to rn ain . rinner/cross tee intersections Hanger wiies wrapped and twist-fied on 168 nail s drven -in to side of trusses at least 5 in above the! bottom fare b- Cros s Tees or Channels - Nom 4 ft long crog g te e z, with 15/16 in. of I -lJ2 i n. wide fac ea, of nofn 4 ft I ong ut os,s channel s, wi th I - IJ2 i n. wi de Face, ei ther spac ed 16 in, OC, instadl. e d p erp t!ndi cul ai to tb t in ai n runners. Additional cross tc es or chatin el s u se d 8 in. from ea ch si de of butted gypsum boar d end joints. The cro s s tee s or rhan n el s may bf,, fivettd or � crew -attach ed t o the, wall angl r or charn el to facili tate th t c eili ng ingtaE at on c. Wall Angl e or Channel - P itiate d or g alv s ttel angl c with I in, I egs or channe 1 w ith 1 in. 1 egs, 1-9f 1 6 i n dcep attac herj to walls at Pcr.,m ctcr of C�il ing with faoreners 16 in. 0C. To s uppQrt oteel fra ming m emb tr ends and for scl evIl-attachment ofthe gypsum panel. CGC INC - Typ e DGL or RX USG INTERIORS INC - Type DGL or RX. 6C. Steel Framing Members' - (Not Shown) -As an alternate to Items 6, 6A and 6E a Furring Channedg- Hat-shapcdfurring channels, 7Y3 in. deep by 2-5/8 in. wide at the bas e and 1-114 in, wide at the fact, formcd from No. 25 ga. galv steel, spaced max. 16 in. OC perpcndimlar to trusses and Cold Rolled Cliantiels (Item 6Cb). Furring channels secured to Cold Rolled Channels at every intcrsrction with a 112 in. pan hp_a,�splf-jidling selew thrQugh eauLLrring channel leg. Ends Qfadjoiniag rliannels overlapped 4 in� and tiedtogttlier with UVQ double strand NO. 18 SWO galv sted wire, fie:s, one at each end QfQverlap. Su-pplemental furring cliannels at base layer and outer layer gypsum boarcl buttjoints are. not required. Batts and Blankets draped over furring channels as describedin Item 5- Two layers of gypsum board attached to furring channels as dcc:cfibe6iti ItemT b Cold Rolled Channels - 1-1�2 in by lf2 in.,formedfrom No. 16 ga- galT.T steel, positioned verti cally and parallel to trusses, friction-fitttd into the channel caddy on the, Stcel Framing Members (Item 6Cd) Adjoining lcngths of cold r:)1ltd channels lappeAmin 6 in and wire-ticd together with two double strand 18 SWGgalv steti wirt ties, one attach end of overlap. c. Blocking -Where truss design does not permit dircct, full contact of thc:hanger �racket, a piece ofnominal 2 by 4 in lumbpr (blockin,g), min. 6 In. long toperraitfuil contact ofthe hanger bracket, to'be secured vertically to the si,le of thetruss (Item 2) atthe top and bctt�cm of the blocking at each Steel Framing Member (Item 6Cd) I :_� c ati on. �i_ Stee I Fr aming M em b er s * - H am g ef:; sp ac e d 4 2 � n. 0C. in ax a 16n g tra s s, a:n,:l s e eu re 4 t o th e! B I o r,ki n g (It tin 6Cc) ort alternating trusses with a single 5fl 6 in. by 2 in- hex head lag bolt c3r four #6 1-114 in drywall sr�rpws throug�L mounting hola(s) on the hanger bractcet Th t two 1/4 in- long s"el teeth on tie hanger are embedded in the sicie of the bl ocking. Hanger positi. oned on blocking and leveling bolt height adj 11 st c d su ch th at furring rhanarl - are flush with bottom of trus scs before gypsum board installation Spring gauge ofhanger chosen per manufactulerVs instructi Dias, KINE TICS NOISE CONTROL INC - Type ICW_ 6D . Steel Framing A4.embers* - (Not Shown) -As an alternate to Items 6. 6A, 6B and 6C. a. Furring Channels- Forme-d ofNo. 25 MSG,Salv steel, 2-318 in. wide by 7/8 in. deep, spaced 16 in. OC pefpendiculaf to wood structural m embers. When insulati-c.n, Items 5 or 5Ais applied over the furring chatinel/gyp sum panel ceiling merribrant, the furring channelspacing sballbereducPdto 12in CC Charmek secuitd. to trusses as descnbcd in Item b. Ends of adjoining channels overlapped 6 in and tied together with double stand ofNo. 18ZWG .g a1v ste! tl wir e n ear e ach end of ov erlap, b. Steel FramirtgMErnbers* - TJsed to attach furring channels (Item a) to trusse:s (Item 2). Clips spac;ed 48 in. 0c, an 0 ;5 tcur�-, d tc- the bottom Q�L ��:d of alternating trus s e s with tw Q No. 2 x 2-1/ 2 in. c, ol.�rse drywall s �rews, one through the hol c at each end oft�Lp clip. 'When insul ation, Items 5 or 5ki s applied overthe furring channel�gypsum panel ceiling membrane, the clip spacing shall be reduced to 24 in. OC and secured to congecutiv P trusses Purring channel s are fri ctioft flttedinit6 ctips� Adjoining channels are overlapped as describe d in Item a- As an altenfriate, ends of adjoining Aafinels may be! overinpped 6 in. an d s Pnufpd togethef with two self tapping No 6 framing screws, min 7/16in. long atthe midpoint ofthe overlap, with one! gcrewon each flange of the channel. Addinnal clips required to hold furring channel that supports thegypsum board butt joints, as ieqrnbedin Itcm7. Twolayers ofgypsurn boardrcquireclas clescribedinitern 7.Notevaluatelforuse withIttm 11B, KINE TICS NOISE CONTROL INC - Type Lomax. 6E. Steel FraminglVfEmbers' - (Optional, 14�,t Shown) - Used as an alternate metho6to attach min. 1�2 in, - deep feLilient channels (Item 6) to wood trusses (Item 2). Resilient channels are friction fitted into clips, and then I clips are secured to the! bottom chord of each wood truss: with amin. 1-3A n. lone, Type S bugle licad steel screw ' thiough the center hole ofthe clip and tle :resilient channel flange Adjoining resilient channels are overlapped 4 in under trusses. The clip flange is opened slLght13 to accommodate the twc. overlapped channals..Additi onal clips r equired. to h old r e�ilient cLann el th at supports the gyps urst board buttjoints, as deg cribed i n Item 7. KEENE BUIL DING TRODUC T S CO EYC - Type RC Assuraric e 6T. Steel Framing Members - (Not Shown) -As = alternate to Item 6, furring channels and Steel Framing Me!m�er�'z�s descnbe�belQw: a. Furring Channels- Formed ofNo. 2SMS:Ggalv steel, 2-318iri. wide by-)/8 In. deep, spaced 2-4 in. OC perpendicalof to trusses. When batL insulation (Items 5) is draped over the reg�lient channel/gypsurn board Ceiling Me irtbraft P, 6 e fe sit ient channel s p acing shall be feduc ed to 12 in. 0 C. Channels secured to trus ses as desetib ed in Item b. Ends c5f adjo-ining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap b� Steel Framing Members* - Used to attach fi�iririg channels (Ite!m a) to trussts (Item 2) Clips space d 48 in. OG Genif-Clips �ecured to aittmating joists with Fo� 8 x 2-1/2 in. coarse drywall screw through the center gromaitt Whm insulat on, Items 5 is applitd over the furring channel1gypsurn panel ceiling mernbrane, the clip spacing shallbe reduced to 24 in OC and secured to cons ecutive trusses, Furring channels are f�i ction fitted into clips AdJOIMD8 channels are overlapped as 8escnbedin Item a As an alternate!, ends of adjoining channels may be OwErlaPFPA 6 in and securcdtogether w th two self-tapp n&No Gfram ng scrcws,m-n 7/16 _n lc)ng attlie midpoint oFthe �'Iveflap, with ene gcrewoft'each flange ofthe chaftnel. Additional clips f'equire�to holdfurring channel that support� the gypoufn �oardburttjoints, as .degcribedin IterA7. Not eval-tiatedfortige with Item 5A of 5B. FLIIEQ INC - Type GEIRECLIP ', - Gypsum Board' - 1,Tom 5�8 in thick, 48 in. widr- gypsum board. When resilient channels (Item 6) are used, g7psurn b,mrd installiedwith long dimension ptrpendicxlar to resilient channels. Gypsum board stcuredwith I in long Type S bugle head screws spaced `12 In CC and located a min of t/2 in. from side joints and 3 in. from end joints. Eadjoints secured to both resilient channels as shown in endjoint detail. ��cri batt insulation (Item 5) is draped over the resilient channeligypsum boarcl ce!1ling membrane, screws spacing stiall be S in. 0C_ When Steel Framing Members* Jtern 6A, 6F) are used, gypsum board installed VInth long chmension perpenclicular to furring channels and sidFjotnto cfshe etl ocatedbeneath joists- Gypsum board secure! tc� furring channels with I in. long Typ� S bugle head screws spaced 12 in. CC in the field. Butted endjoiriLs shall be staggeledrmn 2 ft ,v,ithin the assembly, and occur �)ttwem the uontinuous furring channels At butted erijjoirit�:, each trid of each gypsum board shall bt- supporte d by a single length offurring channel equal to the width ofthe.gypsum board plus 6 in. on each end The two furing channels shall be spaced approximately 3-1f2 in CC and be attachedto linJeisi4e of the joist with one clip at each end ofthe channel, Screw spacing al�.ng the �-adiQint sha� �� 8 in. oc� A11FRICAN GY PSUM C 0 - Typ E AG -C CANADIAN GYFSUM C 012A NY - Type s C, EP-X2, IPC--A-R UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR USG AIE)aCO S A DE C V - Types C, IP-X2, IPC-AR '7A G�psum Board* - Nom 5/8 in thi ck, 48 in wide gypsum board, installed with lorig dimttiston � pe-i-ptridicular to rcsilient channel s. Gyps am board secured with 1-1/8 in. long Type S bugle. head screws spaced 8 in �)C and located a tnin of 1/� in from si de joints and 3 in from the enijoints. Endj oints securtd to �)oth I I rt�ili,nt channtL as sli.Qwn in cri6jQint detail. Men Item 7A is used, the insulatic,ii must be ustd and must be i 4aped over the resili ent charmel/gypsum board. � � I NATIONAL GYPSUM SERVICES CO - Types FSW-G, FSW-C, ISH-G, FSK-C I � � 7P. Gypsum Board* - Yom 512 in, thick, 4S in. wi de gypsum board, installed with I ong dimension i I perperidiculiaf to resil�ent channel s. Gypsum board secured with 1-1/8 in. long Type S bugle head screws spaced : 12 in CC and located a min of 5/8 in. from si de joints and 3 in. from the endjointg Endjoints secured to both I resilient channels as shown in endjoint detail. 'When Item 5 is uscd, the insulation mugt be secured to the ply-wcod subfloor � I AFARGE NORT H AYERIC A INC - Typ c LOF C- CJA i 1 W_' Gypsum Hoard' - Horn 51S in thick, 4R in Vol de gypsum board. When resilient cliannels (Item 6) are used, e,yFsurn boaid nstalted w th long c�rnens on perpendicular to resilient channels Gypsum board secured with 1 in. � ' ' ' I long Type S bugle head screws spaced 12 in. OC and located a min of 1/2 in. fr�om side joints and 3 in irom end i i joints. Endjoints: secured to both resilient channels as shown in endjoint detail. AMhen battinsuLation �It5m 5 or ! I �A) is chaped over the resilient channelfgypsum board ceiling membrane, screws spacing shall be 8 in. OC. Whein � Steel Framing Memb ers* (Item 6A) are! us ed, gypsum board ins -.tall ed with I ong dimengi m perpendicular to I _h ann f�l s an d si ' ; furring r dejoints ofsheetlocatedbenf.ath joists- Gypsum board secured tc furring channels with I : : in. long Type S bugle head screws spaced 12 in. OC in the field. Butted nadjoints shall be staggeredmin 2 ft I withm the assembly, and occur between the continuous furring channel�. At butted eadjoints, each cnd of each 9_7p�unr board shall bt�, supporte J by a single length of furring charin�l equal to the width of tnegyp�um board plus 6 in. on each end The two furring channels shall be spaced approximately 3-1�2 in. OC and be attached to un&t-rside of the ]o1st ,Aitli one RSIC-1 clip at each end of the channel. Screw spacing along the end joint shall be S in. OC. When Steel Framing Members* (Item 6P) are usecl, gypsum panels installed with I ong dim ens'on perpendicular to cross tecs with side joints centered along main ninners and endjoints centered along cross tees � -Panels fastened to cross tees with 1 in. long . Type! S bugle -head screws gpaced in the field and 2 in, OC along � endjoints. Panels fastened to. main runners with 1 in. long. Type S bugle -head screws spaced midway between 1 � cross te es. Screws along sides and ends of panels spaced N8 to P2 in. from pane!l edge. Endjoints ofpanels shall � be staggrrcd with spaccrig between joints on adjacent panels not less than 4 2 ft 0C_ When Fiber, Spr ayed (Item I � �B) is used, two layers of nom 518 in thi ck, 4 ft wide gypsum board art: mstalledwith long dimensions � perpendicular to furring channels. Ease layer gypsum board zecvted wi-th. 1 in k.ng Type S bugl t �it�,ad ge�-1 screws spaced 12 in. CC and located a min of 1/2 in. from side joints ancI 2 in. from the endjoints. End joints ; sec ulad to both resilient chann cis as sLaown in end joint 8etail Ckiter layer gypsum board secured with 1-5/2 in - long Type S bugLe head steel screws spacRd 12 in OC andlocatecl a min of If2 in from side joints and 3 in. from tb R en d joints- Outer layer sh all b t fi ni A ed as de scribe d in Item R When 6o th Steel Framing Memb er s (Item __ - 6A.) andfiber, Sprayed (Item 5B) areuged,furnng channels spa-ced 12in. OC andrwo layer,: ofnom 518 in� thick, 4 ft wide gypsum board are! installed with long dimension perpendicular to furring channels. Base layer secuie�d to furring channels with nom I in. long Type S bugle head screws spaced 3 in. CC along butted endjoints i andin thuficld oftht board. Butted end joints shall be sta-ggeiedmin 2ftwithinthe assembly, and occur midway i I tetween the continuous furring channels Each End of each gypsum board shall bt supported by a single length of � furring rh �4rin el tqvol t o th (-, wi dth of th e gyps um b c) ard pl u � 6 in, Q a P ac b en d. The two s up p ort furri ng ch ann. els ! 1 shall bt spaced apprQximatply 3-112 in. OC, an�� be attache� tQ the, undtr:side ofthe trus� w itL one clip at each end ofthe channel. Outer I ayt�r srcurtjt-�� Curung �hamrt�ls uung 1-5/8 in. long Type 0 screws spucpd � in. OC and I- : V2 in. from the end Joint. Butted en�joints to �t, offset a min o� 8 in. from base layer eridjoints. Butted side � J I oints of outer I ayer to be offset min, 19 in. from butted side joints of base layer. A�Ihen Steel FramingAdembers ; (Itern 6q are used, two layers ofnom 5/3 in. thick, 4 ftwide gypsum board arc installed w�tla long dimensions � . � perpendicular to furring channels (Item GCa) Base layer attached to the furring channels ugirg I in long Type S I t ; 1 ! bugl e head steel screws spaced 3 in. OC along butted end joints and 12 in. OC in the field c5f the board. Butted . ndjoints centered on the c ontinuous furring channel s Butted bast! layt!r en d joints to be offset a min of 16 in in adj artnt coursees. Outer lay&r attached to the! furring charme!ls using 1-5/2 in- I ong Type S bugle head eteel screws � e I i spac ed 8 in. OC at butted end joints and 12 in. 0 C i n th e fi eld. Bum d end j oints c entere d on th e: con tinuous � furring charm el s and offs et a min of 16 in. from btittt�. d end joint s of b ase layei. Bumd side j cints of outer I aytr to be off set min 16 in. from buttt:d side joints of b as t I ayer- Wh en Sted Framing Meru b ers (Item 6D) al r use d, two I ayers of n orn 5/� in. thi ck, 4 fl; wi de gyp sum boar d are I a stalled with :on g Imeasi ons 9 erpen,Ji Gul ar to furring ' � . chan n el s. 1; as e, I aye r attaclied to t1ae fum ng ch ann el s a sing I in Iong Type S bu&I t, Lead steel s crews spaced 12 � in, OC in the field ofthe: board. Butted endio' nts shaE be staggered min 2 ft. Within the assembly, and occur . � I I midway between the continuous furring channels. Each end of emach gypsum board shall be supported by a single � length offurring channel equal to the width ofthe gypsum board plus 6 in� on each end, The two furring channels 1 shall be spaced approximately 4 in- OC, andbe attached to undengide ofthe truss with one Isom ax clip at each , i end of the channel. Screw spacing along the gypsum boar d butt joint gh all be R in OC, Outer I ayFr attached to the t ; furring channels using 1-5fS in long Type S bugle-hrad steel screws spaced 12 in OC in the, field. The end ofthe ; �outcrlayer boards atthe butt joint shall be attached to the, base.- laycr boards with 1-5i'S in. long Type G screw,- : : � spaced 8 in. OC and 1-U21 in. from the cridjoint. Butted eridjoints, to be offset amin of8 in. from base layer end � joints. Butted side joints Qf Quitel layer to be Offset min 18 in- from butted sAt joints ofbase layff. Outer layer shall be fini:shed as dtscribei in Item S. CANADIAN GY-PSIUMC OAUANY - Types C, IP-X2, IPC-AR UNITED STATES GYPSITM CO -'Types C: I�=, IPC-AR USG IkUMCO S ADE C V - Types C, IP-X2, IPC-AR 8- Finishing Systern - (NetShawn) - Vinyl, dry or premixedjc-int compound, applied in two coah! to joints and screw -heads Nom 2in. wide papertape embedded in first layer of compound oupr allijoints Ag. an alternate, nom 1 �/32 in thick veneer plaster may be applied to the entire surface! ofgypsutu hoard � I � 9- Grille - SteelgriLle, installtdin accoidaricc with the installation instructions providtdwith the ceiling � I damper - I i i i 10 Wire Mesh - (Not shown) -For use with Item 5A and 5B - I in. 20 gaiigegalvanized poultry riming i 'nstalle8betwcen the furn ng channels and gypsum board The poultry nett�ngis attached witb washers and 1�2 in wafer headscrews:, spaced 24 in. 0C., to the furring channels. The Fiber, Sprayed (Item 5.A or 5D) as installed through cut -openings in the poultry netting, in-between trusses. The cut-openift8s in the poultry neltine shall he st Agg tre d at aL ni am imuni of 6 ft. '11 e an fig th e U L Cl as g ifi c att on Mafk __ __ - - ________ - - _____ _______ - - - . L528 � � � Design No. 1528 . : Julv 15, 2010 � I Unrestrained Assembly Rating - 1 Hr. � i Finish Rating - 12 Mm. ,..,,.Tl. IV I 12", PAII. t I .i __ 1. Flooring System -ThQ flooring system ohall conoist QfoaQ 4 the following-. Systern No. I I Subfloor ing - 11in 23f32 in. thi ck T & Ci wood stru ctural panels, min grade " TJfi derl aym ent" or " Sing le-Fl o or". � . grain ofplywood or strength axis of panels to be peTpend cular to the trusses with eridjcints staggered 4 ft, Panels: � I � srcuied to trusses with construction adhe sive, and No. 6d ringed shanknails spaced 12 in. OC along each truss. St � ; having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. . 2. Trusses - Parallel chord truss ts, spaced a max 24 in. OC, fabricate i from norn 2by 4 in. lumber with lumber � i oriented vertically or horizontally. Alin ttuss depth is 12 in. Truss members secured together with min No. 20 MS I - . � steel trass plates. Plates have 5/16 in. long teeth projecting perpendicular tc the plane of the plate. The! teeth are in I . i facing each other (made by the same putich), fortyiing a -pli t-to oth -type plate Each tooth has a chisel point on its ; i I outside edge. These points are diagonally cpJ)0Site Ea.Ch other for each pair The top hall of each tooth has a twist f I 1 stiffness, The pairs are repeated on approx 7/3 in centers with four rows ofteeth per in. ofplate wi dth. � . I . 1 3- Furring Channels - Furring channels,'7/8 in deep by 2-1 IfI6 in. wide at the base and 1-7116 in. 7hde at the! f I formed from ITQ. 25 gat galv steel, spaced 24 in. OC perpendicular tc- trl.4�ses. Channels s ecui �d to "s 5e� with dou � strand of No. 1� SWG galv steel wire spaced 4 in. OC. Ends ofadjoining channels overlapped 6 in- and tied toge : ; with double strand ofNo. 18 SWG galv steel wire near each end of overlap. Two furnng channels use d at endj oin � gypsum board (Itern 4), each extending a min of 6 in beyond both side edges of the board. II 3A. Resilient Channels - (Not Shown) - As an alternate! to Item 3, resilient channel formed From No 26 MSCT g steel, spa-ced 16 in. OC pe!rptridicular to trusses. Channels securtA to each tnass with 1-1f4 iri. long No, 6 Type S b head s ttel screw. Channel s ov erlapped at splic es 4 in. Two re sili ent ch annel s used at end j oints of gypsum b oard J i 4), t ach extending a rnin of 6 i n. beyond both si de edges of the board. 4. Gypsum Board'- One layer of nom 51� 111. thick, 4 ft IWI�P_ gypsum bDard,installedwrth long dimension, perp endicul ar to furn ng or res lient channels. Gyp sum board s ecured with I in. long No. 6 Type S bugl e head stee 1 Screws spaced 12 ift. OC and located amin of 1-1?2 in� froin side and endjoints End joints s ecureito both fesiliel ! channel s as shown i n the endj oint detail. . ; AXIERICAN GYPSUMCD - TypEAG-C 1 : CERTAINTEED GYPSUM INC - Types FRPC, ProRoc Type C . � CERTAINTEED GY?S1UM CANADA INC - ProR-oc Typt C � CANADIAN r,YFSVM C OAUANY - Types C, IP-X2, ]PC -AR � GEORGIA-PACIFIC GYPSUITL L C - Types 5� DAPC 1AFARGE NORTHAYERICA INC. -Types LG-FC-C, LGFC-CfA NATIONAIL GYPSUM CO -Typ�q TOR-C, F917-C, FSW-G PAIRCO BUILDING PRODUCT S L L C, DBA �FAECO GYPSUM -Type C, T EMPL I -E'TLAND - Ty I ype, TG-C I UNITED STATES GYPSUM CO -Types C, IP-Y.2, IPC-.A-R � USG WNIC0 S A DE C V -75,pes C, IP-X2, TPC-AR Design No. U356 August 04, 2010 (Exposed to Fire on Interior Face Only) Be"g Wall. Rating - I Hr Finish Rating - 23 Nlin or 25 A,Tm (See Item 2 C) HORIZONTAL SECTION . ... . . "'A � 1. Wood Studs- Nom 2 by4 in. gpacc�d 16 in. OCwithtwo 2by,4in. top and one 2 by 4 in. bottom plates. Studs I ater al I y -br ac e d b y wo o d F, tru ctu ral p an el sh c athi ti g (Itc m 5) . Wh en ILL n er al an d -Fib er B o ar ds ' (Item 5A) are � L; On 9 i der e d as blacl ng for th C s tu do, th t i o ad i s r c s tri ct e d to 7 GIA o f all owa b I e axi al I o ad- Wall s efft- ctiv tl y ft ft st 0 pp e d I - - ___ 1 at top and bottom Q1 wall. - � � — i 2 Gypsum ]3oard* —Any Classified 5/R in. thick, 4 D wide, applied vertically and nailed to studs andbearing plates : 7 in. CC with 6d c ement-coated nails, 1-7/8 in� 1�,ftg with V4 ift. diain head. � _'_�Then ItF ! , -,m 7, Steel Fy aming XLnu b ers', i g u s ed, gyps uns, panel s attach ed to fuff-ing ch anneig with I in I ong Typ e S ! i bugle-heacl steel screws spaced 12 in. OC. I 1 -When Item '7A, Steel Frain ing A%ubexs*, is used, two layers of gypsum panels attached to furring channels. Ba:st � layer attached to furring -channels with I in. long Type S�bugle-head steel screws spa�e� 12 in. OC, Fac.e layer attached to furring channels with 1-5/S in. long Type S buele-head steel screws spacect 12 in. 0C. All joints in face lavers � I I st aggeredwith � oints in base layers. See Gypsum Board (CKNX) Category fornames of Classified Companies. � 2A. G yp sum Bo ard ' - (As an alternat e to It em 2, n o-t shmvn) - Any 5ffl in. thick 4 ft wi do gyp sum p an el s supplied by the Classified Companies listed belaw shcrwn Gypsum Board' (CXNX� category. Applied vertically � aind att acked to sta (Is an d b earin g plates with I- IA in. Ion g Typ e W unarse thr ead gyp s-um p anel steel s crews ! I spaced a rnay,S in. OC, with last screw 1 in. from edge uf board. ! ; CANADIAN GY PSUM C 02%4PANY : i . : ]UNITED STATES GYPSUM CO i USG MEMCO S A DE C V i i - B_ Gypsum lloard'-(As an alternate toltem 2,rc�tshown)- 518 in. thick4 ft vade gypgufApAhClg applied �2 1 Veffically afA attached to studs and bearing plates with I -IA in. long Type W coafge threadgypgurn panel steel gcfewo � spaced a max 8 in. CC, with last screw I in, from edge of board. Al�IERICAN GYPSUM CO - Types AGX-1, AG-C � CERTAINTEED GYPSUMINC -PrQEQc Type C or ProRQc Type X � C14RTAINTIED GYPSUM CANADA INC - Pro -Roc Type C or ProRoc Type X � � ; PABCO BUILDENG FRODUC TS L I C, DBA-PABCO GYPSUM -Type PG-11 � ! I TEDME-MAND-Type� X,VtnQerI1la*ter Base-Typp X, Water Rated -Type X, Sheathing Type-x, SOffit- � Typt�, X, Type X CQmCQrrc3uard 3Qvnd Deadening Gypsum Board. i I 2C_ Gyp smrt Bo ard' - (_ks an altern ate to Item 2, not sh own) - For Use with Item 5A only - 518 in, thirk 4 ft wide i ! gyps -urn panel s appli ed h on-zontally and att ached to studs an d bearing plate s with 1-1/4 in. long Type W coarse thre ad i � gypsum panel steel screws spaced a m ax 8 in. OC, with I ast s crew s I in. and 4 in. fr om edges o1b �- at d. Finish Rating i s I � 25 min � FABC 0 EUILDING PRODUC T S I L C, DEA PABCO GYPSUM - Type, PG- 1 1 � TEMPLE-ITI, AND -Type X, Ven e er Plas:ter Bas c-Type X, Water R ate-d-Type X, Sheathing T - t- ype X'Soffi Type X � 2D. Gypsum Ro ard' - (As an alt em ate to Rem 2 ) - Not to be ured with item'7 5/ 8 in. thick, 4 ft Wide, p aper � surfac ed, a-pplicd verta::ally oril y and fasten ed to the stu ds and pl ates with 6d cem crit co ated nails 1-718 in. long, O� 0 915 I in shank diwn and 114 in. diam. heads, 7 in- QC. � NATIONAL GYPSUMCO — SoundBrtak X11 Type! X Gypsi.;m Board � i I 2E Wall and Partition Facings and Accessories' - (As an alternate to Items 2 through 2D) -Nominal 5;2 in. ffilck, : 4 ft wide panels, secured as de:scribed it, Item 2- I SERIOUS AIATIRIAL S INC - Type QuietRod,� ES, Type QuietRock QR-527. : ! 3 Joints amd Nailheads - (Not �hown) - Vallboardjoints covered with tape andjoint compound. Nail heads � roveredwahjQirlt compound. i i � 4 Batts and ]Aankets* -Mineral fiber orglass fibei insulation, 3-D21n. thick, pressurefitto S11 wall cavities between sti;ds and platts. 11ineral fiber insulation to be unfaced ari�to have amin density of3 pcf. Glass fiter � ! ingulationto be facedv,�tfi atuminumfoil or kfaftpaper and tohave amin density ofO.9pcf (rainR-13 thermal � insulation rating). I Set Batts and Elankets (BFMT) Category in the Building Materials Direr�tory and Batts and BI ankf!ts: (BZJZ) ! � Category in the Fire Re�sistancc Directory fornames of Classified Companies. � 4A. Fiber, 9.praved' -A-- an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiberis I . - � . L, - � applied with waterto compl�t�ly fill the enclosed cavity in accot dance with the application instructi ons s ppliedwith � 3 Alternate appli cation method: The fiberis appl ed w ffi TTS Gieerifiiber � the product. Nominal dry density of 3� 0 lb/ft 1 1 1 I LLC TypeAD106 hot melt adhesive at anominal ratio ofone part adhesive to 6 6 parts fiberto completely fill the Ii in accordance with the appl cat on ristructions suppl e<l with the product. 14ominal �ry density of 2.5 I enclose-d cav ty I I I I I �lb/ft3 U S GREENITMER T, L C - Cocoon2 Stabilized or Cocoon-TRM (Fire RatedMatenal) � 4E. Fiber, Sprayed* -As an atItemate to Item 4 and 4k - Spray applied cellulose material The fiber is applied with water to completely fill tic enclosed cavity in accordance with the application instructions giappliedwith the product. Vominal dry density of 4,59 lb& 3 - � : � NU-WOO1 co INC -Cellulose Insulation i I 1 4 C. Fib er, Sprayed ' - As an altem ate, to B atts and El arikets (It em 4) - Spray applitd cell vlQ oe fiber. The fiber is Face ; I : applie d with water t Q L;Qmpl t�,te ly fi 11 the -,n Qlo sed cavity in ac cQrd.anct� with th e applic ation i n otruc:ti ons su.ppLed with : the produrt The minimum dry density shall be 4 30 lbsift3 aples I INTERNATIONAL CELLULOST CORTI - Crlbair-RL . 5. Wood Structural Panel Skeathing - I,Ln 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or � " Sheathing" Instadled-arith long �iriien2ion of sheet (strength axis) or face grain ofplywood parallel with or G galv � . � perpendicular to studs Varti cal joints 7�entared on studs, Horizontal joints backe d with nom 2 by 4 in wood h4ncking, pairs Attached to stucis on cxten�Dr side ofwall with 6d cenient coate d box nails spactd 6 in. OC at perimeter of panels and 12 in. CC along itittrioi studs. 5A Mineral and Fiber Boards* - As an alternate to Item 5 - ly.�m P2 in. thick, 4 ft or ! wide sheathing. installedvertically to studs. Verk cal joints centered on studs. Horizontal joints backed with nQm 2 by,1 � - I in wcocl blocking Attaclied to studs on exterior side of wall with 1-1/2 in. long galvanizedroofirig nails spaced 6 in. - - ; - 1 1 ace, ! OC at perinieter of panels and 12 in. OC along inten or studs. As an opt on aweather resistive barnermay be appl ed ble i over the Mineral and Fiber Boards. ther � : i ts of � TEWLE-TNLAND FOREST FRODUCT S COR-P - Types FiberBrace or QuietBracm 6. Exterior Facings- Installed in accordartre with the manufacturer's installation instr-actions. One of the following alv I extenQr facings i 0 %, bQ! appL QCJ1 Qvt.r the sheathing. ugle � .A. Vinyl Sicling-l�hlded Plastic' - Cc,ntoured rigid vlayl si ding havIng a flame spread valve QE20 Qr tcm � less, ! 5- Finishing Systern - (Not Shown) - Vinyl, dry or premixedJoint compound, applie'i In two coats to joints and screw -heads. Nom 2 iri wi de paper tape embedded in first layer of compound over all joints As art alternate, noun 3132 in. thinkvefteefpla2tei' nia7be apphedt�.the entire surfaep 6fg7PoufAb0afd. *B ean rig th e UL Cl ass if-� cation Mark S e! e M ol the d P1 a sti e (B T.kT) c ateg ory ni th e Ru i 14i fig Matef i al s D ire ctory for n arn e s o f manufacturers. B_ FarticleBoard Siding- HaTdboard extemor sidings including patterned panel or lap siding. C. Wo u d S tru ctur ai r anel or L ap Siding - APA Rat e d Si di n g, Ma tri or, P1 yw o Qd, 0 SB or C: om p Q 0i t e panels with Veneer faces Lind Stluctural wood cQrt, Pei PS I orAPA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, groQve:d and lap sicling. D. C em entitious Stucco - Portland cement of synthetic stucco systems with gelf-furring met;al lath of adhesive bas e coat. Thi ckness from 3f8 to 314 in., depending oil systern. E. Brick-Veneor --A,ny type on nom 4 in widt brick vrmte!r. When brick veneer is used, thr. rating is applicable with exposure on either face Brick vene:er fa-steried with corrugated metal wall ties attached over sheathing to woQ.d studs with 8d nail per tie. tics �pa�ednot =re than ca6 sixth course Qfbrick and . rn ax �2 in OC honz ontally. One in. air space provi de� between brick veneer anct sheathing. F Exterior Insulation and Finish System (FIFS) - Nom I in. Foame,6 Plastic* insulation bearing the UL Clas sification Marking, attached over sheathing and �Inished with coating g7stern, of Portland cafnent or s:ynthetic stucco systems, in accordance with manufaLtuivr's instaictioris. See Foamed Plastic (BRYX and CCV-W) categories for namn of Classifi ed companies. G. Siding -Aluminum or steel siding attached ov er sheathing to studs. E� Fib er-Cement Siding -Fiber-cement exterior sidingsincluding smooth and patterned panel orlap s Idi n.g. ______ - . - . - ____ __ _____ --- -_ - _____ ___ - - --- -� Steel Framing Members — (Opti on al, Not Shc),,va)-1-- — Furring Channels and Steel Framing Memb�-rs as described i - 1 bel 6w . a. Furring Channels — F�,rrnc6 ofNo. 25 MSG galv steel. 2-3/8 in. wide by �/R in jeep, spacc-d 24 in� O C p erp e. n di c til ar to studs. Ch an n el s s e cut td to stu ds as de! s rn be d in Itern b E ndi: of adi aint ng ch an n el � I are o verl ap p e d 6 i n an d ti e d tog eth er wi th doubl P! s tran d of No, 1 8 S'W G g a] u ste el wire, a P ar e ach en d of � overlap. As an �dtemate, ends of adj oining channels may be overlapped 6 in. and securedtogether with : two self tapping #6 framing screws, min. 7� 1 6 in. long at tht- midpoint of the o-itr1ap, with one screw on P�tL;h fl angt ,�)f the channel. Gypsuna bvaid. attached. to furring AarineL5 as described in Item 2� I : b. Steel Prani ing Mearn b ers* - Us e d to attach furring chann el s (Item 7 ,- a) t o studs . Clips spac ed 4 9 i n - ! � 0 C., an d secur td to stu ds with N�,. S x 2 -1/2 iri� c o arse di-Twall s crew through the c ent er gr orn m et Fu n-mg � � channels are fricti,,.,n fitted into clips. � i � PAC INTEIZNATION-41 INC - Tvpe RSIC-1 � I � �A Steel Framing Members (Optional, Not Sh",n) ' -Turring channels and Steel Framing Mffiibers as des cribed I bel o-ov � a, Furring Chanmels - FQrmp� ofNo, 25 M' SG gatv ,tp,el, spared 2A in, OC pf'rpendiculai to studs Channel s seci,irtJ to studs as described in Item b. !�nds of �td.jolrnng channel s are overlapped 6 ln� an i tied I together with double strand 414v 12 S'%�TGgalv steel wire near each -end of overlap. Two layers of sum board attached to furring channels as described in Item 2. gyp b. Steel Framing Momb ers* - Used to attach furring channel s (Item 7Aa) to intetior sic�e of studs- Clips spaced 49 in- OC , and seciit ed to studs with two No- 8 x 2-1/2 m. coarse drrvall screws, one through the hole at tach ei-idofthp clip. Furring chamids arc friction fittcdirito clips I � KINFTICS NOISE CONTROL INC - Type, Isomaz_ ! - � S Nork-Bearing Wall Partition Intersection - (Optional.) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stu�l � nailed together with two 31n. long 10d nails spacedamax 16 in OC. vertically andfasteinc6 to one side oftl-,c : . � rnimmum 2 by 4 in, stud with 3 in, lone, 10d nails spaced arnax 16 in, OC verti cally Intprscotion between Partition I I wood ,tu& to be flush with the 2bv4 in. studs The wall paftit:ion wooj studs afc, to b.e framed by with a s�cond 2by 4 I I : In wood stud fastenedwith 3 in. long lOdnails spaced a mam. 16 in. 0C. vertically. Maximum one non-beanng wall : I. - partitionintersection per stuci cavity. Non-beanng wall partition stiud depth shall be at a marimi-im equal to thl. depth of the bearing wall. I "Be-,iring the. TJL Classification hfiark . _____ I GA FC5406 GA FILE NO. FC 5406 1 GENERIC I HOUR I 1 35 to 39 STC � FIRE I I SOUND WOOD JOISTS, GYPSUM WALLBOARD � � — Saso la7or W'e type X gypsum waliticoard appte,i at right anq joists 24" - I ,,Jes to 2 x lQu-c-od � i � ox� with lli4' Type IN or S drywalf scfews 24" o,c� Face fayer W �Vpe X gypsum � I � f, il I WAIVArd eq qvpsum vanexlf ba,--fi aprAierl M 4,0t angk�s to 0-tat's w1h IN' TsTe W cW � I I I I �, 5 drivali screw� 112" o-c. ,at. janli; ind inte,miadiate ,�c�;sts awl 1�13� YYDO G dryw8H � I I I end oints. Mrits vftet .24' from base [�� I i , � I scmws I LI ox_ pWQed 2' back on efther side of i ,, I - U iaverj,��jRK& V'Vood jol"As supp'.xting ve pi�,NT,,,00 wim eweiior give appiiact at right an0es =�_==,=!�11=_'==, 1r7=11==1.__1__' __111 , � to ioises with 8d naits- Calkng provktos one hour fire resistame pirotection for training, including trusses, Appmx� C-Ming Weilot: 5 pcf F�re Test-, FM FC 17 2, 2-25-72: rrg, 8-8 08 Slnund Tast Esomarod GA RC2602 . GA FILE NO GENERIC �� , RC 2602... _. I i � I � i I WOOD TRUSSES, GYPSUM WALLBOARD ; � � Base layer 5/8" type X gypsum wallboard applied at right angles to wood roof trusses 24" z ox, with 11/4" Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum I wallboard or gypsum veneer base applied at right angles to trusses with 17/s" Type W or S drywall screws 12" ccc. at joints and intermediate trusses and 11/2" Type G drywall joints. Joints offset 24" from base I screws 12" o.c. placed 2" back on either side of end layer joints. Wood trusses supporting W'wood structural panels applied at right angles � to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire I resistance protection for trusses. . � � � � I HOUR FIRE Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72; 1TS, B-6-98 11 M FIRESTOP SYSTEMS � A CONTRACTOR(S) TO PROVIDE (CURRENT) UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE RATED ASSEMBLIES BEING PENETRATED. B SUBMIT COPIES OF UL LISTED PENETRATION SYSTEM FOR APPROVAL WITH SUBMITTALS / SHOP DRAWINGS FORUME . � ARCHITECTURE & INTERIOR DESIGN, INC. 1.1� I .,� PLANNING I ARCHITECTURE I INTERIOR DESIGN L, � 1� �, 745 orienta avenue, suite 1121 altamonte spdngs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 www.forumarchftecture.com Fort King Colony Apaftments City of Zephyrhills, FL - I \r,� K" \ I I �ze 1`2_ 51 C*4 - r.5 �2 cri �; U) CD LU W ME < < __� JT � EDITED BY: � PROJECT NO. 10-2651 Referenced I I - I Assemblies I A1.05 — — — - — -_ — -_ — -_ --- - - -_ I —jr—T �iiiiir �—T — - — � ! I . I — � , 1 1, I., i� � 11 1, _1 ,. I 11 1111 ii. A'. �: I J!'; , I, � J I 1, I , I- ,- __! __ — - T I I