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HomeMy WebLinkAbout5777 18th StTYPICAL CONSTRUCTION NOTES GENERAL: PREFABRICATED WOOD TRUSSES 1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND DIMENSIONS PRIOR TO CONSTRUCTION 2. PROVIDE (1) No. 5 ELECTRICAL GROUND TO FOUNDATION STEEL 3. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE - RESIDENTIAL 7TH EDITION (2020) 4. OWNER/BUILDER/CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT STRUCTURE(S) AND ALL PERSONS DURING CONSTRUCTION. HE/THEY SHALL SUPERVISE AND DIRECT ALL WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. 5. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORS, EMBEDS AND SUPPORTS OR ANY OTHER ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. 6. EXTERIOR USE OF CEMENT PLASTER (STUCCO) SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926 SITE PREPARATION: 1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS SHALL BE REMOVED AND SOIL PREPARED TO AN ALLOWABLE BEARING PRESSURE OF 2000 P.S.F.. 2. ANY CONDITIONS WHICH COULD PREVENT THE ATTAINMENT OF 2000 P.S.F. SHALL BE NOTED TO THE ARCHITECT AND ENGINEER IMMEDIATELY. SLABS ON GRADE: 1. COMPACT INTERIOR FILL TO 95% MINIMUM OF MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D1557 OPTIMUM MOISTURE CONTENT. SOIL COMPACTION SHALL BE FIELD CONTROLLED BY A REPRESENTATIVE FROM A QUALIFIED LABORATORY APPROVED BY THE ENGINEER. EACH LAYER OF FILL SHALL NOT EXCEED 10" AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT FILL LAYER. 2. ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND LAYER FOR FINE GRADING. 3. 6 MIL POLY VAPOR BARRIER SHALL BE PLACED OVER TERMITE PROTECTED FILL PRIOR TO FOOTING OR SLAB POURS. CONCRETE AND REINFORCING: 1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR REINFORCED CONCRETE (ACI 318-14) 2. ALL CONCRETE SHALL HAVE A MINIMUM FC = 2000 P.S.I. WITH PREFERRED FC = 2500 P.S.I. AT 28 DAYS, INCLUDING SLABS, FILLED CELLS AND LINTELS 3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2500 P.S.F.. 4. REBARS SHALL CONFORM TO ASTM A-615 GRADE 40, AND 25" MINIMUM LAP AT ALL JOINTS. SLABS WITH FIBER MESH FABRIC SHALL CONFORM TO ASTM A-185 5. VERTICAL WA REBAR E LL REINFORCING SHALL BE STANDARD HOOK WITH A PROJECTION OF 25" MINIMUM ABOVE SLAB AND A 7" MINIMUM EMBEDMENT. 6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND AT LEAST (12) BAR DIAMETERS BEYOND THE BEND. EXTENSION LEG = 10" FOR No. 5 REBAR, 14" FOR No. 7 REBAR AND 12" FOR No 3 REBAR 7. ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION STEEL BY MEANS OF (1) No.5 REBAR WITH STANDARD HOOK AND TIE INTO CONTINUOUS BOND BEAM BY MEANS OF (1) STANDARD HOOK (25" LAP MINIMUM). 8. COVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS: FOOTING 3" MIN, SLABS ON GRADE 1 1/2" FROM TOP, LINTELS AND BOND BEAMS 1 1/2" FROM TOP (ON STIRRUPS) 9. ACI-318-08 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9TH EDITION S-301 SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL FOR BUILDINGS INCLUDING SUPPLEMENTS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODE AWS D1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FOR MECHANICAL WORK OTHER STANDARDS LISTED IN THEIR RESPECTIVE SECTIONS IN SPECIFICATIONS MASONRY: 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR MASONRY STRUCTURES (ACI 530-13), 2. CONCRETE BLOCKA BLOCKS ND S SHALL I6-11 SPECIFICATIONS) C1 ) FORM TO ASTM C9028 DAY STRENGTH EQUAL TO 2000 P.S.I. , FM = 1500 P.S.I. LAID IN RUNNING BOND 3. ALL VERTICAL REINFORCING BARS SHALL BE TIED TO FOOTING DOWELS AND BOND BEAM WITH STANDARD HOOK. ENTIRE BUILDING ENVELOPE IS SHEARWALL. SHALL BE CONSIDERED TO BE SHEARWALL SEGMENTS. 4. MORTAR SHALL BE TYPE "S" OR "M". 5. WHERE SHOWN, VERTICAL CELLS SHALL BE POURED SOLID WITH GROUT AT MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS, GROUT SLUMP NOT LESS THAN 8" AND REINFORCED WITH MINIMUM No.5 REBAR AND 25" MINIMUM OVERLAP. 6. GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEED TEN (10) FEET IN HEIGHT, AND SHALL BE CONSOLIDATED AT TIME OF POURING BY RODDING OR VIBRATING. 7. PROVIDE KNOCKOUT IN CMU AT BASE OF EACH FILLED CELL FOR VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. STRUCTURAL LUMBER: 1. SEE TRUSS TABLE FOR ANCHORAGE. 2. GRAVITY LOADS WERE TAKEN INTO ACCOUNT IN DESIGN 3. ALL STRUCTURAL AND LOAD BEARING LUMBER SHALL HAVE A MINIMUM Fb = 1200 P.S.L. 4. ANY WALLS GREATER THAN 9 FEET HIGH SHALL HAVE NO LESS THAN ONE INTERMEDIATE BRIDGING SPACED NO MORE THAN 72" APART. 5. ALL LOAD BEARING WALLS SHALL HAVE DOUBLE SOUTHERN YELLOW PINE #2 TOP PLATES. SOLE PLATES ON MASONRY SHALL BE SALT SOLUTION PRESSURE TREATED. STUDS 16" O.C. MAX 6. ALL OTHER BEARING LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE AND SHALL BE BASED ON MAXIMUM SPANS FOR RAFTERS AND JOISTS 7. NON BEARING WALLS SHALL HAVE STUDS 24" O.0 MAX 8. FURRING STRIPS SHALL BE 16" TO 24" O.C. STRUCTURALSTEEL: 1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM-36 INTERIOR GENERAL NOTES: 1. DOMESTIC CLOTHES DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH WITH JOINTS RUNNING THE DIRECTION OF THE AIRFLOW. THE MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET (7260 MM) FROM THE DRYER LOCATION TO THE DISCHARGE TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 30" (762 MM) FOR EACH 45 (0.79 RAD) BEND AND 5 FEET (1524 MM) FOR EACH 90 (1.6 RAD) BEND. THE EXHAUST DUCT SHALL BE A MINIMUM SIZE OF 4 (102 MM) IN DIAMETER. THE ENTIRE EXHAUST SYSTEM SHALL BE SUPPORTED AND SECURED IN PLACE. FLEXIBLE DUCT CONNECTORS USED IN CONNECTIONS WITH DOMESTIC DRYER SHALL BE METALLIC, NOT MORE THAN 6 FEET (1829 MM) IN LENGTH AND AN APPROVED TYPE. FLEXIBLE DUCT CONNECTORS SHALL NOT BE CONCEALED WITH IN CONSTRUCTION. 2. ALL WATER CLOSETS TO BE 1.6 GALLON MAXIMUM. 3. ALL SLIDING GLASS DOORS TO BE TEMPERED. ALL GLASS WITHIN 24" OF A DOOR SHALL BE TEMPERED. ALL GLASS IN WET AREAS SUCH AS BATHROOMS AND KITCHENS SHALL BE TEMPERED. 4. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45 . 5. ALL MEDICINE CABINETS ARE RECESSED AND BOTTOMS ARE SET AT 54" AFF. SIZE: 14" X 18" UNLESS NOTED OTHERWISE. 6. CONSIDER ALL APPLIANCES ELECTRIC UNLESS NOTED. 7. 50 GALLON WATER HEATER UNLESS NOTED. 8. ALL CEILINGS INCLUDING GARAGE AND PORCHES TO BE 1/2" GYP 9. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR 0'-0" AFF 1. WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALED TRUSS CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS SHALL INCLUDE CRITICAL DIMENSIONS FOR DETERMINING FIT AND PLACEMENT. DESIGN LOADING CRITERIA IS SHOWN IN THE GENERAL NOTES ON THIS DRAWING. 2. ALL TRUSSES AND OTHER ROOF STRUCTURAL COMPONENTS SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. ALL TRUSSES SHALL BE FABRICATED UNDER STRICT RULES OF THE TRUSS PLATE INSTITUTE (T.P.I.) 3. TRUSSES SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. HORIZONTAL BENDING SHALL BE KEPT TO A MINIMUM DURING ERECTION. 4. INSTALL ERECTION BRACING TO HOLD THE TRUSSES TRUE AND PLUMB DURING CONSTRUCTION. 5. TRUSS FRAMING HARDWARE NOT SHOWN ON THE DRAWINGS SHALL BE DESIGNED BY THE TRUSS ENGINEER. ALTERNATE CONNECTORS TO THOSE SHOWN ON THE DRAWINGS MAY BE SUBMITTED FOR APPROVAL. 6. TRUSSES SHALL BE FABRICATED FROM THE FOLLOWING MATERIALS: a. CHORDS SHALL BE A MINIMUM SIZE OF 2x4 AND SHALL BE #2 SOUTHERN YELLOW PINE OR BETTER. b. WEBS AND BRACING SHALL BE A MINIMUM SIZE OF 2x4 AND SHALL BE #3 SOUTHERN YELLOW PINE OR BETTER. c. TRUSS PLATES SHALL BE 20 GAGE MINIMUM WITH A MINIMUM YIELD OF 33,000 PSI AND SHALL BE G60, COMMERCIAL CLASS HOT DIPPED GALVANIZED BEFORE STAMPING. 7. MAXIMUM ALLOWABLE TRUSS DEFLECTION DUE TO THE SUPERIMPOSED LIVE AND DEAD LOADS SHOWN IN THE GENERAL NOTES OF THE CONSTRUCTION DOCUMENTS, INCLUDING SELF WEIGHT OF THE TRUSS, SHALL BE AS FOLLOWS: a. ATTACHED TO PLASTER = L/360 b. ELSEWHERE = L/240 SECTION R318: PROTECTION AGAINST TERMITES R318.1 TERMITE PROTECTION TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PRESERVATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. UPON COMPLETION OF THE APPLICATION FO THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" INCLUDING ALL ADDITIONAL CODES R138.1.1 THRU R318.1.8 R318.2 PENETRATION PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH (0.25mm), AND BE SEALED WITHIN THE SLAB USING A NONCORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. R318.3 CLEANING CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AD THE STRUCTURE SHALL BE CLEANED OF ALL NON PRESERVATIVE -TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER CELLULOSE -CONTAINING MATERIAL PRIOR TO CONCRETE PLACEMENT. INCLUDING ALL EXCEPTIONS. R318.4 CONCRETE BEARING LEDGE NOT APPLICABLE TO THIS PROJECT R318.5 PROTECTION AGAINST DECAY AND TERMITES CONDENSATE LINES, IRRIGATION/SPRINKLER RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305mm) AWAY FROM THE STRUCTURE SIDEWALL, WHEATHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE. R318.6 PREPARATION OF BUILDING SITE AND REMOVAL OF DEBRIS INCLUDE ALL CODES R318.6.1 THRU R318.6.3 R318.7 INSPECTIONS FOR TERMITES IN ORDER TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES (152mm). INCLUDING ALL EXCEPTIONS R318.8 FOAM PLASTIC PROTECTION IN AREAS WHERE THE PROBABILITY OF TERMITE INFESTATION IS "VERY HEAVY". AS INDICATED IN FIGURE R301.2(6), EXTRUDED AND EXPANDED POLYSTRENE, POLYISOCYANU RATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE EXTERIOR OF FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS OR SLAB FOUNDATION LOCATED BELOW GRADE. THE CLARENCE BETWEEN FOAM PLASTICS INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE AT LEAST 6 INCHES (152 mm). INCLUDING ALL EXCEPTIONS DISCLAIMER: PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAS BEEN PREPARED TO MEET FBC STANDARDS LATEST EDITION. IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER/CONTRACTOR TO VERIFY LOCAL, COUNTY AND STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH BUILDING CODES AND ORDINANCES FOR CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER APPROVAL BY GOVERNING AREA MUST BE DONE SO WITH THE CONSENT OF DESIGN PROFESSIONAL ANY CHANGES MADE WITHOUT CONSENT WILL FORFEIT THE DESIGN PROFESSIONAL FROM ANY LEGAL CONTINGENCIES WHICH MAY RESULT FROM CHANGES. GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING POSITION WITH IN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. ALL EXISTING CONDITIONS ARE NOT NECESSARILY SHOWN HEREON. 3. ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS, AND PLANS - ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC. FOR PROPER COORDINATION. IF ANY CONFLICTS EXIST, THAT TRADE SHALL NOTIFY THE CONTRACTOR OF THE SAME, PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION. 5. ACCESSIBILITY REQUIREMENTS: ACCESSIBLE BATHROOM DOORS SHALL HAVE A 29" CLEAR OPENING - A 2'-8" DOOR PROVIDES A 29" MIN. CLEAR OPENING. ALL BATHROOMS ARE ACCESSIBLE IN THIS FLOOR PLAN. 6. EGRESS WINDOWS ARE SHOWN ON THE PLANS AND ELEVATIONS. 7. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENING FOR ALL OPENINGS AND COORD WITH WINDOW AND DOOR ORDER/ INSTALL, TYP. NOTE: ALL STRUCTURAL & MISC. STEEL TO BE A36 U.N.O. Fy = 40 KSI. (UNLESS NOTED OTHERWISE) STRUCTURAL DESIGN CRITERIA DESIGN CONFORMS TO FLORIDA BUILDING CODE 7TH EDITION 2020 (RESIDENTIAL) DESIGN WIND VELOCITY: 145 MPH WIND IMPORTANCE FACTOR: 1.0 BUILDING CATEGORY - OCCUP CHAP 3. : RESIDENTIAL LESS THAN 33' : YES WIND EXPOSURE: C / DIRECTION (ALL) RISK CATEGORY: II (FBC TABLE 1604.5) CONSTRUCTION TYPE: V-B COMPONENT & CLADDING DESIGN WIND PRESSURES: SEE TABLES ON THIS PAGE ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD (WOOD) : 20 PSF FLOOR DEAD LOAD (CONCRETE) : 55 PSF CONCRETE (AT 28 DAYS): 3000PSF (SEE SPECS) REINFORCING STEEL: REFER TO SPECS, DRAWINGS STRUCTURAL STEEL: ASTM A-36 (U.O.N.) ANY DISCREPANCY CONTACT ARCHITECT/ ENG., TYP. LUMBER MIN. : 1150 USE (MINIMUM) SOUTHERN PINE NO. 2 OR DOUGLAS FIR NO. 2. PRESSURE TREATED (PT) AS INDICATED. SOIL BEARING PRESSURE 2000 PER SQ. FT. SEE FOUNDATION PLAN TO BE FIELD VERIFIED PRIOR TO PLACING FOOTING REINFORCEMENT OR CONCRETE POUR - NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO STRUCTURAL DESIGN SHALL BE IN COMPLIANCE WITH THE FBC 7TH EDITION 2020, RESIDENTIAL. AND LOCAL ORDINANCE AND REGULATIONS. 145 MPH ENCLOSURE EXP B ALLOWABLE STRESS DESIGN THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF THE FBC-2020 INCLUSIVE OF ASCE 7-16 WIND PROVISIONS FOR A NOMINAL DESIGN (3 SEC GUST) OF 145 MPH (Vult). AS DEFINED IN SECTION 1609, THIS STRUCTURE MEET THE REQUIRMENT FOR AN ENCLOSED BUILDING AND AS SUCH BEEN DESIGNED W/ AN INTERNAL PRESSURE COEFFICIENT OF +18 AND -18, UNADJUSTED FOR ZONES 1.2.3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.0 FOR BUILDING CATEGORY II IN AN EXPOSURE B WITH A MEAN ROOF HGT OF 30 FEET AND COMPLIES W/ WIND SPEED MAPS ADOPTED BY LOCAL JURISDICTION. WINDOWS, DOORS, COMPONENTS, DESIGN WIND PRESSURES (ENCLOSED BUILDING) 70NF. I OCAI WINDOW SUPPI IFR TO VERIFY ACCFPTARI F WINn MAP Basic wind speed = 145 mph Wind importance factor = 1 Live Load Floor = 40 PSF Live Load Roof = 20 PSF Building category = II Dead Load Floor = 15 PSF Dead Load Roof = 22 PSF Wind Exposure = B Internal Pressure Coefficient = +/ 0.18 COMPONENT AND CLADDING WIND LOADS BASIC WIND SPEED V MPH - 3 SECOND GUST = 160 Effective Roof Angle Wind Area 0-7 Degrees 7-27 Degrees 27-45 Degrees Wall (SQFT) 1 2 3 1 2 3 1 2 1 3 4 5 10 11.21-27.0 11.21-46.0 11.21-69.0 15.9/-25.0 153.9/-44.0 15.91-65.0 25.3/-27.0 25.31-32.0 25.302.0 27.700.0 27.707.0 20 10.61-26.0 10.6141.0 10.6/-57.0 14.51-24.0 14.5/40.0 14.51-60.0 24.61-26.0 24.600.0 24.61-30.0 26.41-28.0 26.404.0 50 10.01-26.0 10.01-34.0 10.0141.0 12.7/-23.0 12.705.0 12.71-55.0 23.61.24.0 23.61-29.0 23.61-29.0 24.71-27.0 24.71-31.0 100 10.01-25.0 10A/-30.0 10.01-30.0 11.21-22.0 11.21-32.0 11.21-51.0 22.91-22.0 22.91-27.0 22.91-27.0 23.51-25.0 23.51-28.0 500 1 1 1 20.61-22.0 20.61-22.0 LOADS TAKEN FROM TABLE r301.2(2) FROM THE 2020 FLORIDA RESIDENTIAL BUILDING CODE 2. HURRICANE PROTECTION AT OPENINGS. PROVIDE WOOD STRUCTURAL PANELS (7/16" Min.) PER SECTION R301.2.1.2 OF THE 2020 FLORIDA RESIDENTIAL BUILDING CODE ROOF WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND VERHANG CONDITIONS) ZONE 1 +23.75 -25.5 ZONE 2 +23.75 -3.00 ZONE 3 +23.75 -30.0 1. ANY WINDOW, ALL OR PART, WHICH IS WITHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WINDOWS ARE CLASSIFIED IN ZONE 4. 2. ROUND AREA DOWN TO THE LARGEST PRESSURE IN THE CHART ABOVE. DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE. GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 10 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 40 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 PSF COMMENTS: TOP CHORD DL 10 PSF BOTTOM CHORD LL 0 PSF BOTTOM CHORD DL 5 PSF BUILDING CODE CRITERIA FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE -BUILDING 7TH EDITION (2020) FLORIDA BUILDING CODE-RESIDENTAL 7TH EDITION (2020) ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2017 PLUMBING CODE: FLORIDA BUILDING CODE -PLUMBING 7TH EDITION (2020) MECHANICAL CODE: FLORIDA BUILDING CODE -MECHANICAL 7TH EDITION (2020) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 7TH EDITION (2020), NFPA 58 LIQUIFIED PETROLEUM GASES LATEST EDITION NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS. LATEST EDITION OSHA ACCESSIBILITY CODE: FLORIDA BUILIDING CODE -ACCESSIBILITY 7TH EDITION (2020) ENERGY CODE: FLORIDA BUILDING CODE -ENERGY CONSERVATION 7TH EDITION (2020) FIRE CODES: FLORIDA FIRE PREVENTION CODE WITH CURRENT FBC EDITION (2020) FL APPROVAL CODES SIMPSON: HGUM = 13904 AB44 = 10849.1 BC4 = 10860.2 H 10A = 11478.2 HUC410 = 10655.78 HETA20 = 11473 CC46 = 10860 WINDOWS & DOORS: SINGLE HUNG WINDOWS: FL16103 PICTURE WINDOWS: FL16104 SINGLE DOOR INSWING: FL20461.1 DOUBLE DOOR OUTSWING: FL20461.3 ALL WINDOW AND DOOR GLAZING TO BE IMPACT RESISTANT ALL FLORIDA PRODUCT APPROVALS HAVE BEEN VERIFIED FOR APPROVAL AND MEETS FBC 2020 7th EDITION. IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. o azo awo UjO]N A PROPOSED RESIDENCE FOR: a0 3 - zz``' O L < O a �zo wao NoOTS 6 AND 7 z5� PARCEL NUMBER: 11-26-21-0010-113 00-0060 z J (N Q aFo Nwo �w LOCATED AT: o 18th STREET w U }oQ _j W ,aa �M ZEPHYRHIL LS FL = }mO - 33542 PASCO COUNTY, FL ZEPHYRHILLS, FLORIDA OVERALL LOCATION MAP: NOT TO SCALE GEOTECHNICAL DISCLAIMER: SUBSURFACE INFORMATION ON THESE DRAWINGS WAS PROVIDED BY OTHERS. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IT IS NOT TO CONSTRUCTED AS PART OF THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE WITH [OWNER] IF ADDITIONAL INFORMATION IS AVAILABLE TO MAKE ARRANGEMENTS TO REVIEW THE SAME PRIOR TO BIDDING, TO CONDUCT WHATEVER SITE INVESTIGATION OR TESTING THAT MAY BE REQUIRED, AND TO MAKE OWN DETERMINATIONS AS TO ALL SUBSURFACE CONDITIONS. NOTE: 1. ALL AREAS WHERE WATER AND OR MOISTURE IS INDICATED OR KNOWN TO BE WILL REQUIRE 1/2" MOISTURE RESISTANT GYPSUM BOARD. ASTM C1396 & ASTM C 630 WATER-RESISTANT GYPSUM BACKING BOARD. 2. STUCCO SHALL BE APPLIED PER ASTM C926, STANDARD SPECIFICATION FOR APPLICATION OF PORTLAND CEMENT -BASED PLASTER. ASTM C 1063 STANDARD SPECIFICATION FOR INSTALLATION OF LATHING AND FURRING TO RECEIVER INTERIOR AND EXTERIOR PORTLAND CEMENT -BASED PLASTER. STUCCO HAS A MIN 7/8" THICKNESS AND ALL HORIZONTAL REINFORCEMENT AS PER ASTM STANDARDS AND LOCAL GOVERNING CODES. 3. HORIZONTAL REINFORCEMENT FOR EVERY OTHER COURSE PER ASTM AND LOCAL GOVERNING CODES. MATERIAL SYMBOLS LIST CONCRETE BLOCK RIGID INSULATION 2X FRAMED WALLS GRAVEL FINISHED / / / /��� UNDISTURBED WOOD EARTH D` PLYWOOD > CONCRETE ® BATT OR BLOWN IN STUCCO OR INSULATION GYP BD SYMBOLS & ABBREVIATIONS CENTER LINE ] ELEVATION NUMBER SHEET NUMBER ELEVATION MARKER q SECTION LETTER X❑ LINTEL CALL OUT 4.3 SHEET NUMBER A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR B.F.F. BELOW FINISHED FLOOR S.F. SQUARE FOOTAGE CLG CEILING TYP. TYPICAL (SYP) NO.2 SOUTHERN YELLOW PINE I COMPLIANCE NOTES: TO THE BEST OF OUR KNOWLEGE AND BELIEF, THESE PLANS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2020, SEVENTH EDITION TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE DRAWINGS ARE IN COMPLIANCE WITH THE STATE OF FLORIDA MINIMUM BUILDING CODES INCLUDING: 2020 MECHANICAL CODE, SEVENTH EDITION 2020 PLUMBING CODE, SEVENTH EDITION FL FIRE PREVENTION CODE LATEST EDITION AND, THE 2017 NATIONAL ELECTRICAL CODE THE 2020 LIFE SAFETY CODE, SEVENTH EDITION THE 2020 FLORIDA BUILDING CODE EXISTING, SEVENTH EDITION SHEET INDEX PERMIT SET AO-00 COVER SHEET / CODE DATA AO-01 GENERAL SPECS AO-02 GENERAL SPECS Al -01 FOUNDATION AND PLUMBING PLANS A2-01 EXTERIOR ELEVATIONS A2-02 FLOOR PLAN AND SCHEDULES A8-01 ROOF PLAN A8-02 BUILDING SECTIONS A8-03 BUILDING SECTIONS S 1 -01 DETAILS S1-02 DETAILS AS-01 ARCHITECTURAL SITE PLAN q✓ c+ > SQUARE FOOTAGE CALCULATIONS PROPOSED RESIDENCE ....... 1,370 SQ. FT. LIVING SPACE REAR PORCH ....... 150 SQ. FT. FRONT PORCH ....... 164 SQ. FT. PROJECT TOTAL ........................... 1,684 SQ. FT. SCOPE OF WORK: - NEW CONSTRUCTION OF A THREE BEDROOM, - TWO BATHROOM RESIDENTIAL RESIDENCE. PARCEL NUMBER FOR PROJECT LOCATION: 11-26-21-0010-11300-0060 STATUS: VACANT DESIGN PROFESSIONAL NOTES DESIGN PROFESSIONAL REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED HEREIN. SHOULD THE OWNER OR CONTRACTOR CHANGE TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER REVIEW BY THE BUILDING ENGINEER IS REQUIRED. TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND APPLICABLE FIRE SAFETY STANDARDS. ALL WORK SHALL COMPLY WITH PREVAILING REVIEW DATE CODES FLORIDA BUILDING CODE, CITY OF ZEPHYRHIL 1 NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS PLAN EXAMINER ORDINANCES M N Ld w w J Q 0 0 U Of Of W LIj co U LIj U U x U cy- Z J V) d Y U a a i N 0 N H 0 U 0 z � Q J � J �c2) U i�L Lj_j U rK U �� 171 _j U LLJ Lei LLJ N U Ln Cn LL 00 z I U C CL Ll-1 N I O O DATE: 04/05/2021 DRAWN: J.11.5. CHECKED: P.A.S. PROJECT: 2102 SHEET NUMBER AO-00 1 OF 12 IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. Note: The purpose of this Guideline Specification is to establish a minimum performance G. Submittals: M. BIDDING INSTRUCTIONS: NOTE: ALSO VERIFY ANY ADDITIONAL INFORMATION AT THE standard for the basic Architectural requirements building components. In certain instances 1. Submit samples of the following items: PREBID MEETING AND ANY SUPPLEMENTAL INSTRUCTIONS, TYP. pre -established building standards or Owner directed use of a particular product or system a. Wood stain samples for doors, finished wood paneling/ veneers and/or wood base. may supersede the requirements of this specification. Not all sections of this guideline b. Paint samples. 81/2 x 11 "draw downs" for every color used. 1. Unless otherwise noted, the owner owner's agent will be responsible for the specification may apply to a particular project or scope of work as described on the c. Suspended acoustical ceiling tile samples. bidding and negotiation and selection ion of the contractor. Questions regarding the Architectural Coversheet and throughout the construction documents. This specification may d. All specified carpets. bidding schedule, format, and any other bid -related instructions shall be directed contain certain project -specific information necessary for proper bidding and construction. e. Stained concrete. to the owner or owner's agent. Please refer to any RFI emails under RE: PROJECT TITLE-RFI The contractor (and their subcontractors) shall familiarize themselves with this specification f. Vinyl composition tile and vinyl base. 2. Submission of bid is an acknowledgment by the contractor that he has read and prior to submission of bid or commencement of the Work. Any questions regarding the contents 2. Submit complete shop drawings for the following: understands the contents of this guideline specification and is in receipt of all of this Guideline Specification shall be directed to the Architect in writing. a. All structural items (concrete mix designs, wood trusses, steel or composite joist, metal construction documents, addendums, owner prepared instructions to bidders, etc. deck, handrails and guardrails). Contractor shall list on their bid submission the drawing sheets used for bidding, DIVISION 1 -GENERAL REQUIREMENTS b. Toilet Partitions. any addendums and associated issue dates (or revision dates). A. Related Documents: 1. Drawings and General Provisions of the Contract apply to work of this Project and c. Millwork including all upper and lower cabinets, hardware pulls, work counters, custom VERIFY AND COORDINATE WITH VENDOR PACKAGE(s) PRIOR TO BID & Specifications. reception desk, credenza. COORDINATE WORK TO BE PERFORMED IN A TIMELY MANNER. VERIFY d. Fire sprinkler design. W/ OWNER PRIOR TO ODER / INSTALLATION, TYP. 2. All product manufacturer's specifications and design dimensions, whether indicated on the e. Inert gase fire suppression system. plans or not, shall be included as part of this drawing package. f. Glass door & hardware systems. N. Closeout Requirements: 3. Patrick A. Sullivan, Architect, LLC will not be responsible for vendor engineered drawings or g. Specialty glazing. 1. Submit written certification that the Contract Documents have been reviewed, work has drawings produced by engineers not under contract with Patrick A. Sullivan, Architect, LLC. 3. Submittals shall consist of 3 sets of product information on 8-1/2 in. x 11 in, format with been inspected and that work is complete in accordance with Contract Documents and B. All work shall be done in accordance with the following: all drawings to scale. Any structural submittals, shop drawings (i.e. concrete mix design, ready for Architect/Engineer's review. 1. Building: Florida Building Code, 2020 Edition (RESIDENTIAL IF APPLICABLE), The Florida wood trusses) shall be prepared and signed by a Florida registered engineer. 2. Provide an "Operation and Maintenance Instruction" Booklet containing the following Building Code, Building. FLORIDA EXISTING BUILDING CODE 7TH EDITION (2020) IF APPLICABLE. 4. Shop drawings and schedules prepared by others shall be reviewed for the limited purpose Closeout Documents to the Architect/Engineer/Owner. 2. Electrical: Florida Building Code 2020, Electrical and National Electrical Code, 2017 & NFPA 70. of checking for conformance with the information given and the design concept expressed in a. Section 1: Directory, listing names, addresses and telephone numbers of 3. Plumbing: Florida Building Code 2020, Plumbing. the contract documents and shall not be construed to be part of the Contract Documents, Architect/Engineer, Contractor, Subcontractors and major equipment suppliers. 4. Mechanical: Florida Building Code 2020, Mechanical. as the Architect assumes no responsibility for drawings, schedules and/or specifications for b. Section 2: Operation and maintenance instructions, arranged by system and 5. Fuel Gas: Florida BuildingCode 7TH EDITION 2020, Fuel Gas. work on this Project prepared or accomplished by others. subdivided by specification section. For each category, identify names, addresses and 6. Florida Fire Prevention Code, Latest Edition As Per Florida Bldg. Website. g telephone numbers of Subcontractors and suppliers. 7.2020 Florida Accessibility Code Contractor sbusiness Architect/Engineer rev 5. Chall allow ten (10) busidays for the Architect/Engito Significant design criteria 8. Ashrae Standard 90.1-2016 submitted itContractor iresponsibleft ddtuntimely1). ems. onracor s solely or any project due o any 9. All Federal, State and Local codes. submittal of items for review not taking into account the allotted ten 10 day review time. 9 ( ) Y 2). List of equipment. C. Base Information: H. Product Substitutions: 3). Parts list for each component. 1. This drawing package is based on documents, specifications and related information 1. Request for changes in products, materials, equipment, and/or methods of construction 4). Operating instructions. provided by the Lessee, Owner or Owner's Agent. Patrick A. Sullivan, Architect, LLC will not be required by the Contract Documents proposed by the Contractor after award of the Contract 5). Maintenance instructions for equipment and systems. responsible for the accuracy of the information (i.e. blue prints, as -built drawings, CADD are considered requests for substitutions. 6). Maintenance instructions for (special) finishes, including recommended cleaning files) provided by other sources. CONTRACTOR TO VERIFY ALL PRIOR TO BID. 2. Changes or substitutions will be considered if and when: methods and materials, and special precautions identifying detrimental agents. D. General Requirements: a. Proposed changes are in keeping with the general intent of the Construction Documents. c. Section 3: Project documents and certificates. 1. The Contractors shall be responsible for familiarizing themselves with the intent of the b. The request is timely, fully documented and properly submitted. 1.) Shop drawings and product data. drawings, final interpretation of the scope of work, building standards, schedules and deadlines c. A substantial advantage is offered to the Owner or Owner's agent in terms of cost, time, 2). Final release of liens. prior to bid submission and/or commencement of the work. The Contractor shall further be energy or environmental conservation or other considerations of merit, after deducting 3). Certificates. responsible for advising the Owner or Owner's agent of all long lead time items affecting the offsetting responsibilities the Owner or Owner's agent may be required to bear. 4). Originals of warranties and bonds. Project Schedule and shall upon request from the Owner or Owner's agent, submit order I. Final Cleaning: 1. Employe experienced workers or professional cleaners for final cleaning. xP P 9 3. Submit final Application for Payment identifying total adjusted Contract Sum. 4. Submit two copies of closeout booklet within 10 days after Substantial Completion. confirmations and delivery dates for such long lead time items to the Owner or Owner's 2. Comply with manufacturer's instructions i.e, cleaning carpet, stripping and polishing of agent. resilient flooring. DIVISION 2 -SITE WORK (NOT IN SCOPE OF WORK) 2. The Owner or Owners agent and Contractor shall be responsible for all phasing of the Complete the following cleaning operations before requesting inspection for Certificate of ( Reference Civil or Site drawings if part of the drawing set.) work.3. 3. The Contractor shall be responsible for field verifying all existing work or items which are Substantial Completion: a. Remove labels and associated adhesive that are not permanent labels. A. Trenching, Back filling and Compaction: 1. The General Contractor will be responsible for any trenching, back filling and to remain, and determining whether or not it can be repaired and/or reconditioned to match b. Clean transparent materials, including mirrors and glass in doors and windows. compaction relative to the Work. The Contractor shall coordinate all excavation activities and blend with new materials and components. c. Remove glazing compound and other substances that are noticeable vision -obscuring with all potential Owner's of underground facilities in the areas to be excavated. Unless 4. All work shall be warranted satisfactory, in materials and workmanship, for a minimum materials. otherwise noted in the contract documents, all utility services shall remain in service period of one (1) year from the date of final payment by the Owner for all work under the d. Replace chipped or broken glass and other damaged transparent materials. during construction without interruption. Contract, or for the period of warranty customary, or stipulated for, the trade, craft or e. Clean exposed exterior and interior hard surface finishes to a dust -free condition, free of a. Soil Compaction shall be 95% of laboratory density (FM1-T166). product, whichever is longer. stains, films, and similar foreign substances. b. Cost of Compaction testing shall be bome by the General Contractor. 5. Disruptive or potentially hazardous construction activities shall be coordinated to occur f. Leave concrete floor surfaces broom dean. 2. Sterilization: Contractor shall procure and pay for all tests and water required for after normal office hours, so as to minimize disturbances to building occupants. Landlord and g. Vacuum carpeted surfaces. sterilization and tests required for all equipment, pipelines, tanks and other parts of the tenants shall be notified prior to such activities that would include, but is not limited to, the h. Wipe surfaces of mechanical and electrical equipment. project with which water comes in contact and which have been contaminated by the x-ray of existing post tensioned floor slab and floor core drilling, if required. i. Clean plumbing fixtures to a sanitary condition. Contractor after completion of construction. 6. The Contractor shall coordinate with the Building Owner or Building Owner's agent for j. Clean the site, including landscaping development areas, of rubbish, litter, and other foreign delivery to the space of all building materials, and shall arrange for usage of the freight substances (if applicable). SITE: elevator (or such elevator designated). If delivery of building materials involves the use of k. Install new mechanical air filters at the conclusion of all cleaning activities. 1. Utilities Locations: The Contractor shall verify the locations, elevations, and facilities other than the available elevators, the Contractor shall coordinate such activities J. Contractor's Liability: dimensions of all existing utilities affecting this work prior to construction. The in a manner that poses no hazard to any personnel within or around the building or building site. 1. Contractor hereby assumes the entire responsibility for all Work, supervision, labor and Owner shall be notified of any discrepancies. Costs to repair damage caused to the elevators, corridors or other common areas during materials provided here under, whether or not erected in place, and for all plant, scaffolding, 2. Utilities Protection: The Contractor shall use extreme caution in areas of buried construction shall be borne by the General Contractor. Provide Building owner 24 hour tools, equipment, supplies and other things provided by Contractor until final acceptance of utilities and shall provide at least 48 hours notice to the utility companies prior to notification for any shut down of building systems, services or disruptions to building the work by owner. The contractor shall also be responsible at its sole construction to obtain field locations of existing underground utilities. The occupants i.e. fire sprinklers, fire alarm, water shut off, etc. cost and expense for all measures necessary to protect any property or tenant adjacent to Contractor shall protect and maintain operation of existing utility services during 7. General Contractors and all Subcontractors shall verifyall existing dimensions and all 9 the Work. In the event of any loss, damage, or destruction thereof from any cause, and except to the extent that Owner provides Builders Risk Insurance coverage for such loss, construction. existing conditions in the field. Any discrepancies shall be reported to the Owner or Owner's damage destruction at Contractors sole cost and expense. In the event damage to the 3. Damage: The Contractor is responsible for repairing an damage to existing agent and Architect. Under no circumstances shall the Contractor scale the drawings to o Work is covered by any insurance policy provided by the Owner, Contractor will pay the facilities, above or below round, that may occur s a result of the work performed 9 Y determine the dimensions. Dimensions are shown from face drywall of gypsum board deductible amount. by the Contractor. construction, unless otherwise noted. 2. Contractor shall be liable for all costs Owner incurs as a result of Contractor's failure to 4. Grading: The site shall be initially grades such that no off -site area will be 8. Prior to bidding General Contractor is required field survey area of proposed construction perform this Contract in accordance with its terms. Contractor's failure to perform shall adversely affected by storm water runoff. All areas shall be protected from erosion to identify any building maintenance deficiencies. (i.e. lighting ballasts, lenses or diffusers, include the failure of its suppliers or subcontractors of any tier to perform. Contractor's y storm water runoff. The final grades to be as shown on site Ian. The caused b g p cleanliness, broken glazing, mini -blind repair or replacement, or building systems). List is to liability shall include, but not be limited to: owner to furnish sod and irrigation. be supplied to Building Owner or Owner's agent before construction. a. Damages and other delay costs suffered by Owner. 9. The Architect shall not be responsible for any deviation from these drawings as dated on b. Owner's increased costs of performance, such as extended overhead and increased the sheets. The Architect assumes no liability for the condition of the existing Building Shell performance costs resulting from Contractor caused delays or improper Contractor work. or soundness of the existing Building Systems (roofing, mechanical, electrical, plumbing and c. Warranty and rework costs. fire protection/alarm etc.) d. Liability to third parties including the Architect, and other design professionals under 10. When limited scope of Construction Administration (CA) is provided, Patrick A. Sullivan, contract with the Architect. Architect, LLC and Patrick Sullivan, Architect of Record is not responsible for interpreting the e. Attorney's fees and related costs. intent of the Construction Documents including making modifications as may be necessary K. Indemnification: during the construction phase & that the Architect of Record is no longer liable for the work 1. To the fullest extent permitted by law, the Contractor shall indemnify, hold harmless and where changes to these documents have been made. defend the owner, Architect and all of their agents and consultants, directors and E. Demolition: employees ("Indemnities") from and against all claims, damages, demands, losses, expenses, 1. The General Contractor or Subcontractor shall be held responsible for the removal and the causes of action, suits or other liabilities (including all costs and reasonable attorneys' proper disposal of materials and items referred to as "debris" or determined by the Owner or fees), arising out of or resulting from the performance of Contractor's Work under the Owner's agent or Architect to be refused. Contract, provided any such claim, damage, delay, loss or expense is attributable to bodily 2. The General Contractor shall coordinate all demolition activities with the Owner or Owner's injury, personal injury, sickness, disease or death, or to injury to or destruction of tangible agent and shall construct visquene dust barriers and block -off return air grills, as well as property, including the loss of use resulting there from, to the extent caused in whole or in filter media on all applicable mechanical equipment, as required so as to contain as much part by any negligent act or omission of the Contractor or anyone directly or indirectly airbome debris as possible and shall utilize adhesive type walk -off mats to minimize the employed by him or anyone for whose acts Contractor may be liable, regardless whether it tracking of construction dust. General Contractor shall coordinate any power shut downs with is caused in part by an Indemnities. This indemnification shall not be limited in any way by the Owner or Owner's agent. General Contractor shall provide his own dumpster and shall any limitation on the amount or type of damages, compensation or benefits payable by or obtain and include in their contract price all necessary disposal permits and fees as required for the Contractor under any workers' compensation acts, disability benefits acts or other by the Local Authorities. employee benefits acts. This indemnification shall be in addition to any indemnity liability 3. Remove all specific items indicated on drawings, also remove any other items or imposed by the contract documents. Contractor is obligated to maintain adequate construction as required to accomplish all new work and/or revision work to existing areas as contractual liability insurance to secure this indemnification obligation. shown or described elsewhere in the contract documents. 2. Contractor will have all subcontractors agree to indemnify the Indemnities in the same 4. The General Contractor shall provide and install signs, all barricades, fences, safety lighting, manor the Contractor has agreed to indemnify the Indemnities under Div. 1, paragraph K.1. scaffolding, and other means of protection as required to comply with all State laws, O.S.H.A. 3. Contractor's assumption of liability is independent from, and not limited in any manner requirements and local ordinances to safeguard property, the Owner, its clientele, employees, by, the Contractor's insurance coverage that is required by the Owner or Owner's agent. representatives and others within the areas of construction. L. Changes and Claims: 5. General Contractor shall take ordinary precautions to secure and protect materials. 1. Contractor shall submit in writing to Owner any claims for adjustment in the price, Materials are to be relocated or warehoused as determined by Owner or Owner's agent or schedule or other provisions of the contract claimed by the Contractor for changes directed Architect. by the Owner, or for damages for which the Owner is liable, or as a result of deficiencies 6. Contractor to remove all walls shown on demolition plan from floor to deck. Contractor to or discrepancies in the Contract Documents, within five (5) days of the beginning of the remove any existing abandoned portions of walls, studs or bracing above ceiling plane. Price event for which claim is made. If requested by Owner, Contractor shall furnish complete as separate line item. substantiation of any claim within ten (10) days of Owner's request, otherwise such claim 7. Remove any existing PVC piping (drains or supply) within plenum. shall be deemed waived. F. Cutting and Patching: 2. The Owner shall have the right to order extra work to be performed on lump sum, unit 1. It is extremely important that the Contractor verify existing concealed conditions prior to rates or time and material basis. All changes and claims will be priced on the basis of the drilling and/or removing existing concrete slabs. unit rates set forth on a Contractor supplied Schedule of Values to the extent applicable. 2. Provide all cutting and patching in existing floors, walls, and ceilings as required for all All unit rates will remain valid for the duration of the Project. For adjustments to the trades, excluding removal and relocation of items shown. contract price which are based on other than lump sum, the Contractor agrees to charge 3. Patch, repair, and/or replace all adjacent construction which has been damaged during no more than 5% for profit and 10% for overhead. SPECIFICATIONS demolition and/or new construction. 3. Pending resolution of any claim, dispute or other controversy nothing shall excuse the 4. Fill and/or fill smooth all projections and voids in existing floors and walls as required for Contractor from proceeding with prosecution of the Contract Work. SCALE: N. T. S . all new finish, patch work and repairs. 5. Inspect and patch existing fire rated partitions. General Contractor shall label all fire rated partitions above the ceiling line in the areas of construction. 6. Patch and repair all areas affected by demolition with the same materials and methods to match existing construction. 0 w �Zo N n W O ! Y m N d O Z N ~ O - a�P 30 ZZw o=z QO� U Q O Now 0 N Z Z50 awe Zam allo �C Y_ UJ w U� Z W = U U Cc Z } O Q °W°Wa 2CY- m U H W W J Q 3 0 0 O O U 0 Ld N W V) a U J U U a Z Q J d `U 0- CD N H _ c� 0 U v' Jcc (�Q0Q Q P�J 0 o Q � (Z Q C U LLLJ �LLJN W U� V) L!� 4-J 00 LL 0 z I cn 0 __J D 0 c�3 LJ N F- O O DATE: 04/M/2021 DRAUN: J111S. CHECKED: P.A.S. PROJECT: 2102 SHEET NUMBER AO-01 2 OF 12 NIWAAi iikdL -I1 a�=a = .. l JI _ ;..;u I !I is ,.�. l�l . _ lw .1 L W - -- -- -- - - - - N 0 a 1l N W DIVISION 3 - CONCRETE ( Reference Structural drawings if part of this drawing set.) A. General: 1. All work whether it be slabs, pads, ramps or walks shall have a concrete mix designed to obtain a minimum strength of 3,000 psi at 28 days. Reinforcement shall be in conformance with that indicated on the structural drawings. B. Poured -in -placed Concrete: 1. Codes and standards: ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 315 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" 2. Concrete is to be normal weight conforming to ASTM C94: (U.N.0) a. Portland Cement - ASTM C150 b. Aggregates (3/4 in. maximum) - ASTM C33 c. Air entraining - ASTM C260 d. Water Reducing - ASTM C494 e. Flyash (20% maximum) - Class F ASTM C618-78 f. Water - Potable g. Slump Range - 3 in. - 5 in. h. Placement Time (Maximum) - 90 minutes from batch time required. 3. Minimum compressive strength after 28 days: a. Footings, masonry fill - 3000 PSI b. Beams - 4000 PSI 4. Reinforcing steel is to be Grade 60 conforming to ASTM A615 a. Minimum lap splice - 30 diameters (U.N.O.) b. Bar cover: Footings - 3 in.es Beams -1-1/2 in. c. Provide comer bars which match the horizontal bars at all wall footings and tie beams. d. Welding reinforcing if required shall conform to AWS D1.4. 5. Slab -on -grade a. Welded wire fabric - ASTM Al85: lap mesh 6 in. minimum at joists b. Moisture barrier - 6 mil polyethylene c. Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc. (per CRSI recommendations) necessary to securely hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces. 7. Use internal vibrators to consolidate all concrete. 8. Concrete curing options a. Liquid membrane forming chemical compound conforming to ASTM C309. b. Continuous moisture in accordance with ACI 301. 9. Concrete shall be finished per architectural drawings. 10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. Send test results to the owner, architects, structural engineer and General Contractor. a. Slump test - ASTM C143 b. Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 days and hold one in reserve. 11. All beams shall be poured monolithically. 12. Exposed edges of columns and beams shall be chamfered 0 in. unless noted otherwise on architectural drawings. ALL SLABWORK SHALL PROVIDE MIN ACI CONTROL AND EXPANSION JOINTS LOCATIONS (IN ADDITION TO DESIGN INTENT PROVIDED). VERIFY PRIOR TO ANY OTHER SEQUENCING. VERIFY ALL EXISTING WORK BY OTHERS WAS PROVIDED. DIVISION 4 - MASONRY A. Concrete Masonry Units (CMU) 1. Grade 'N' type II hollow load bearing masonry units which conform to ASTM C 90. a. Net Compressive Strength Test of units = 2,000 psi. b. fm =1,350 psi. coatings and in walls not exposed to weather. 2. Size:16" long x 8" high nominal:15-5/8" long x 7-5/8" high actual. 3. Type I, moisture- controlled unit. Hollow load bearing block, ASTM C90. B. Mortar and Grout. 1. Mortar shall be type'M' or'S' and conform to ASTM C 476. a. Portland Cement: ASTM C 150, type I. b. Hydrated Lime: ASTM C 207, type S. c. Aggregate for mortar: ASTM C 144. d. Aggregate for grout: ASTM C 404. 2. Course Grout shall conform to ASTM C 476. a. 3,000 psi at 28 days. b. 3/8" aggregate. C. 8"-10" slump. d. Fill all cells containing reinforcing with course grout. 3. All work shall conform to ACI 530-88. 4. Water: Clean and potable. 5. Joints: Floated smooth and even. 6. Reinforcements: a. Reinforcing bars shall be lapped 48 diameters where spliced. b. All vertical bars shall be held in position at the top and bottom and with a minimum clearance of 1/4" to the masonry walls and one diameter between bars. c. Horizontal reinforcing shall conform to ASTM A 82. d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Dur-o-wall or equal at 16" o.c. and shall be lapped a minimum of 6" at each splice. C. Placement: 1. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, vertical and horizontal. 2. Masonry inspection shall be per ACI 530. D. Masonry units and mortar ingredients shall be stored on pallets and covered with visquene. DIVISION 5 - METALS Steel Construction: (See Structural drawings for in-depth specifications) A. Light Gauge Metal Framing: 1. General: Type of work in this section includes exterior wall and soffit framing as indicated on the drawings. The type of light gauge metal framing units include the following: a. One or more of the following "C" shaped steel studs (SEE SCHEDULE) b. One or more of the following "C" shaped steel joist; 2-1/2", 3-5/8", 6" 2. Quality Assurance: Comply with the referenced provisions of the following standards and specifications: a. ASTM A446-87 Steel Sheet, zinc -coated (galvanized) by the hot dip process, structural (physical quality). b. ASTM A525-87 General requirements for sheet steel, zinc -coated by the hotdip process commercial quality. c. ASTM A570-85 hot -rolled carbon steel sheet and strip, structural quality. d. ASTM A611-85 cold -rolled carbon steel sheet, structural quality. d. Studs and Tracks (ASTM C645, GA-216, GA 600) ANCHOR TO SUBSTRATE WTH TIE WIRES, NAILS, SCREWS, AND OTHER MTL SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION TO RIGIDLY SECURE MATERIALS IN PLACE, TYPICAL. METAL STUD INSTALLATION IN ACCORDANCE WITH ASTM C754, GA-216, GA-600. DIVISION 6 - WOOD AND PLASTICS (See Structural drawings AND PERMIT SUBMITTED IF PART OF SET. for in-depth specifications AND LUMBER SELECTIONS. SECTIONS ARE GENERAL GUIDELINES ONLY FOR SCOPE OF WORK IF APPLICABLE.) DEFLECTION: MAX DEFLECTION OF INTERIOR NON -LOAD BEARING PARTITIONS SHALL BE U240 AT 5PSF. PROVIDE LATERAL REINFORCING AS REQUIRED. CEILING FRAMING INSTALLATION: IN ACCORDANCE WITH ASTM C754, GA216, GA600.. DEFLECTION: LEVEL CEILING TO A TOLERANCE OF U600. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. ACOUSTICAL CEILINGS SHALL COMPLY W/ THE FOLLLOWING: ASTM C635, ASTM C636, ASTM E580, ASTM C1284 AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCITION ASSOCIATION. INSTALL LAY -IN CEILING IN ACCORD. WITH ASTM C636 AND ASTM E580. INSTALL SYS CAPABLE OF SUPPPORTING IMPOSED LOADS TO A DEFLECTION OF U360 MAX. ACCESSORIES: PROVIDE ALL NECCESSARY ACCES. INCLUDING GALV. SUPPORT HANGERS AND CHANNELS, PERIMETER MOLDINGS (SAME MATERIAL AND FINISH AS GRID- L SHAPED MOLDING FOR MOUNTING AT THE SAME ELEVATION AS FASE OF GRID. TOUCH UP PAINT AS REQ TO MATCH GRID. A. Miscellaneous Lumber: 1. Provide wood for support attachment of other work including cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. 2. Grade: Standard grade light framing size lumber of any species or board size lumber as required. No. 3 Common or Standard grade boards per WCLIB rules or No. 3 boards per SPIB rules. Moisture content: Maximum 19 percent for lumber items not specified to receive preservative treatments. 3. Pressure treat all wood members exposed to weather or in contact with masonry, concrete, or soil. B. Plywood sheathing: 1. Wall sheathing: APA, Structural I, Group I, size and span rating indicated: nailed with 8d nails at 6 in. o.c. at edges and 12 in. o.c. at intermediate supports. C. Miscellaneous Material: 1. Fasteners and Anchorage: a. Provide size, type, material, and finish and as recommended by applicable standards, complying with applicable Federal Specifications for nails, screws, staples, bolts, nuts, washers, powder actuated fasteners, and other anchoring devices. b. Provide metal hangers and framing anchors of size and type recommended by the manufacturer for each use including recommended nails. c. Where rough carpentry work is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners and anchorage with hot -dipped zinc, ASTM A-153. OWNER IS RESPONSIBLE TO REGULARLY TEST FOR WOOD INFESTATION AND MOISTURE INFILTRATION OF MATERIALITY. DIVISION 7 - THERMAL AND MOISTURE PROTECTION A. Bituminous Damp proofing: 1. Provide non-fibrated type liquid glass fabric asbestos free emulsion, ASTM D 1227, Type III Manufacturer: Karnak Chemical Corp. or equal. 2. Installation: Apply coat of liquid asphalt emulsion damp proofing material by brushing or spraying at rate of 1.5 to 2.5 gal. Per 100 sq. ft., as required for uniform dry film thickness of not less than 15 mil. on the interior surface of existing or new masonry or concrete tilt walls. B. Plastic Vapor Barrier: 1. Provide a minimum 10 mil. carbonized polyethylene sheet comply with ASTM D-96. C. NOT USED D. NOT USED E. Fire Safing Insulation (one of the following): 1. Non-combustible rated per ASTM E-136 Rockwood Industries "Fire Stop". 2. 'Thermafiber Safing". 3. Thickness as required to fire stop gaps in walls or at the wall/roofdeck intersection so as to maintain the designed fire rating. Refer to drawings and UL design criteria. F. Sealant: 1. Interior: Paint grade silicone. 2. Interior: Wet locations: Mildew -resistant silicone, white. 3. Exterior: Paint grade silicone. 4. Fire Stop and Fire rated penetrations: Dow Coming Fire Stop Foam 2001 and Fire Stop Sealant 2000, 3M Fire Barrier Caulk CP-25, General Electric Pensil 200 Fire stop Foam and Pensil 100 Fire stop Sealant. OWNER IS RESPONSIBLE TO REGULARLY TEST FOR INSECT INFESTATIONS, INCLUDING TERMITES (PER FLORIDA BUILDING CODE, 2020, 7TH EDITION). OWNER AND CONTRACTOR IS RESPONSIBLE TO REGULARLY TEST FOR ASBESTOS AND NOTIFY OWNER IMMEDIATELY IF ANY FOUND. STOP ANY WORK. OWNER IS RESPONSIBLE TO REGULARLY TEST FOR RADON AND REVIEW FBC 2020 APPENDIX E CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS I APPENDIX F - PASSIVE RADON RESISTANT NEW RESIDENTIAL AND UNDERSTAND ALL RISKS INHERENT AND WILL NOT HOLD ARCHITECT, BUILDING OFFICIALS, OR CONTRACTOR LIABLE. OWNER AND CONTRACTOR RESPONSIBLE TO TEST AND IMMEDIATELY INDENTIFY ASBESTOS. ALL EXISTING BUILDINGS RUN THE RISK OF CONTAINING ASBESTOS AND IS NOT THE RESPONSIBILITY OF THE ARCHITECT. CONTRACTOR TO IMMEDIATELY HALT WORK AND NOTIFY OWNER IF ANY DISCOVERY IS FOUND. IF FOUND, STOP WORK IMMEDIATELY. TENANT IS RESPONSIBLE TO REGULARLY TEST AIR QUALITY. DIVISION 8- WINDOWS/ DOORS: 10. Door Hardware: See door schedule for allowance. Provide all stops, hinges, weatherstrips, thresholds, etc. to ensure quiet and safe door operation. 11. Keying & Locksets: All exterior locks to have interchangeable cores & heavy duty cylindrical type loc ksets, and to be keyed to a Master. Provide 4 Master keys. ALL DOOR AND WINDOW MANUFACTURE SPECIFICATIONS MUST EITHER MEET OR EXCEED ANY OR ALL NOTES AND DETAILS. ALL DOORS/ WINDOWS MUST COMPY WITH ANSI TEST STANDARDS THAT ARE SPECIFIED IN THE FL BUILDING CODE. ALL DOORS AND WINDOWS MUST ALSO COMPLY WITH AAMA, WDMA, AND MIAMI-DADE LABELED PRODUCTS IN THE BLDG. OFFICIAL REQUIRES THEM. PLEASE CHECK LOCAL BLDG. CODE FOR EXACT REQUIREMENTS. DIVISION 9 - FINISHES COORD ALL WITH DECOR DWGS AND SPECS AND CORPORATE APPROVAL., TYPICAL. CONTRACTOR TO VISIT SITE PRIOR TO BID. General Notes: SEE FBC 2020 7TH ED AND FFPC 7TH ED. 1. General Contractor to coordinate all finishes with tenant provided directive. 2. All interior finishes must meet the requirements for NFPA-1012020 edition Chapter 38.3. A. Gypsum Wallboard: 1. Product: a. Interior partitions: 518 in. thick, comply with ASTM C 840. b. Fire Resistant: 5/8 in. thick, type X, comply with ASTMC 1396. c. Water resistant gypsum backing board: 5/8 in. thick, comply with ASTM C 630. d. Exterior gypsum soffit board: 5/8 in. thick, comply with ASTM C 931. 2. Drywall Accessories: a. Provide comer beads, edge trim and control joints which comply with ASTM C 1047. b. Gypsum board screws: ASTM C 1002. c. Provide concealed interior support steel for partial height wall greater than 3 ft. long from the freestanding end. 3. Finish: apply ready -mix drying -type all purpose joint compound in three (3) coats (not including pre -fill of openings in base) and sand between coats and after last coat. Surface to be smooth. 4. Inspections: inspect and patch existing one (1) and two (2) hour rated partitions to maintain their rating. Label rated and smoke partition above the ceiling line. 5. Level of gypsum board finishing shall be as described in Chapter 4 of the USG handbook and GA-214-90 Levels of Gypsum Board Finish. Unless otherwise noted, Levels 4 and 5 finish levels shall be obtained in all reception areas, conference rooms, offices and corridors. a. Level 1: Specified in plenum areas above ceilings and other concealed areas not open to public view and when required, a degree of sound and smoke control shall be obtained via "fire -taping". b. Level 2: Specified where water-resistant gypsum backing board (ASTM C630) is used as a substrate for tile. c. Level 3: Specified in appearance areas that are to receive heavy or medium texture (spray or hand applied) finishes before final painting, or where heavy grade wall coverings are to be applied. d. Level 4: Specified in appearance areas where textured flat paint (i.e. eggshell), light textures or wall coverings are to be applied. Joints and fasteners must be adequately concealed. e. Level 5 (Highest Quality Finish): Specified in appearance areas where gloss, semi -gloss, enamel, or non -textured paints are specified or where severe lighting conditions (down lights, wall washers, etc.). After filling and three (3) coats of joint compound have been applied to taped areas, a thin skim coat of joint compound shall be applied over the entire surface. After the skim coat has dried, the entire surface shall be primed with Sheet rock "First Coat" or a flat latex paint with high solid content applied undiluted. GYPSUM BOARD/ BACKER BOARDS: REFER TO ALL OWNER DOCUMENTS AND DECOR DWGS, SPECS, TYPICAL) 1. GWB: Install 5/8" MOISTURE RESISTANT gypsum wall board throughout with "First Coat" finish by US Gypsum. 2. USG MOLD Tough may be used, if applicable, see Mfr. instructions typical. 3. Water -Resistant Gypsum Backer Board: Provide at all wet areas. 4. Tile Backer: Provide a "cementious backer unit" equal to Durock Cement Board OR Durock Next Gen.. See Mfr instructions. 5. MOISTURE RESISTANT GYSUM WALLBOARD (ASTM C630/630M IN WASHDOWN AND WET AREAS, MIN,. COORD WITH OWNER'S REP. PROVIDE FIRE RATER GYPSUM BOARD TYPE X" 5/8" THICK ON FIRE RATED PARTITION (ASTM C36) INSTALLED PER UL ASSEMBLY REQUIREMENTS. INSTALL PER GA-216 & GA -600. PROVIDE GYPSUM BOARD ACCESSORIES AS REQ, ACOUSTICAL SEALANT, CORNER BEARDS, EDGE TRIM (GA-216) JOINT MATERIALS (ASTM C475 &GA-216), REINFORCING TAPE, JOINT COMPOUND, ADHESIVE AND WATER PER MFR AND INDUSTRY SPECIFICATIONS. GYPSUM BOARD FINISHES: CERAMIC AND QUARRY TILE INSTALL ALL TILE PER THE LATEST ED OF THE TCA (TILE COUNCIL OF AMERICA) HANDBOOK FOR TILE INSTALLATION. ALL FINISHES AND COLORS SHALL BE APPROVED BY OWNER PRIOR TO ORDERING. SPECIFICATIONS SCALE: N.T.S. IF APPLICABLE, THIS ITEM WAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USINCs A DIGITAL SIGNATURE. ELECTRICAL Refer to Electrical sheets and notes which supercede - NOTIFY ELECTRICAL ENGINEER AND ARCHITECT IF ANY DISCREPANCIES FOUND 1. All Electrical work shall be in accordance with the following codes and all local codes and ordinances, 2020 Florida (IF APPLICABLE Residential) Building Code (FBC) w/ any relevant Supplements, and latest Florida Fire Prevention Code (FFPC) 2. All wire, conduits and boxes shall be concealed unless noted otherwise. 3. All conductors shall be stranded copper, THHN/THWN, minimum #12 AWG. All conduit shall be concealed, unless otherwise shown. 4. All circuits shall contain a separate green, copper grounding conductor. 5. Panel boards shall be accurately labeled to identify final circuit numbers utilized, their load, and location. 6. Electrical installation shall be closely coordinated with all other work. Contractor shall be responsible for all costs associated with ill-timed installation including any associated repairs or replacements. 7. All receptacles shall have a ground terminal. 8. Coordinate all temporary power requirements and all primary utility relocation and new work with power company. SEE MECHANICAL DWGS IF PART OF SET AND ALL NOTES, TYP. DIV 22 PLUMBING - PLEASE SEE ALL SHEETS IF APPLICABLE. 1. ALL PLUMBING WORK SHALL CONFORM WITH THE FLORIDA BUILDING CODE, 7TH EDITION (2020) FLORIDA PLUMBING CODE. RUN PLUMBING CONCEALING IN WALLS AND BELOW SLAB AND MAKE ALL JOINTS HIDDEN IN WALL ABOVE SLAB. VERIFY ALL EXISTING SERVICE IS COMPATIBLE. 2. BEFORE START OF ANY PLUMBING WORK, PLUMBING CONTRACTOR SHALL LOCATE EXISTING WASTE LINE, EXCAVATE AS REQUIRED. ADJUST WASTE ROUTING AND DIRECTION AS REQ TO CONNECT TO EXISTING WASTE LINE (IF NECESSARY)., TYP. 3. LOCATE AND COORD ALL VENTS, VALVES, DRAINS, AND FIXTURES AS REQUIRED BY CODE. COORDINATE WITH OWNER AND ARCHITECT PRIOR TO ORDER./ INSTALL. IF EXISTING PLUMBING IS USED PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT AND NOTIFY THEM IMMEDIATELY IF ANY DEVIATIONS FOUND. FOR REMODEL WORK, AND IF APPLICABLE, CONTRACTOR TO PLUG ANY ABANDONED WASTE LINES AND ANY ABANDONED SUPPLY LINES TO BE CAPPED AND CONCEALED IN WALL AS REQ., TYPICAL STANDARD CERAMIC TILE -INSTALLED PER TjCA MANUAL FOR INSTALLATION CERAMIC TILE INSTALLED OVER - "THIN -SET" ADHESIVE OVER MIN. 1/2" CEMENTITIOUS TILE BACKER BOARD OVER MIN. W FELT VAPOR BARRIER -TYPICAL TILE WALL CONTRACTOR TO C 0FOINATE STEP IN TOPPIWx WITH OTHER TRADES. RUBBERIZED, FLEXIBLE SHOWER PAN LINER -INSTALL MIN. 12" UP THE WALL CERAMIC, SKID RESISTANT FLOOR TILE INSTALLED OVER "THIN -SET" ADHESIVE ON MIN. 1 1!2" CEMENTITIOUS MUD SET -SLOPE TO DRAM a a a . C . • . . '': • • ' l� RATED PENETRATION U PRE -MANUFACTURED, TWO PIECE SHOWER DRAIN -INSTALLED PER MANUFACTURERS' A.D.A.-ROLL-IN SPECIFICATIONS SHOWER TILE INSTALLATION SCALE: I U2""I'-0" 0 irzo m N a Oo Z N O a F 3-0 ZZW oo Qo^ U0L,A LU U N ZO0 0 N Z Q Li Za-m 5Ua V) Ui U� F= Z W = U >_0a mwa = m U F z � J J �:D kn cc cc CyJ Q0 U Cn � U U � < ¢ o co U J LLJ W N W � � Ln 00 V) LL CD z I (f 0 � J D Z V a_ W N O O DATE: 04/05/2021 DRANN: J.Wh. CHECKED: PA.S. PROJECT: 2102 SHEET NUMBER AO-02 3 OF 12 0 �r'li�tAaR�RA�'hggRv: ' ��.Aw � II S •�4� f a v N 0 N FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARKS LONG, TRANS. WF-24 20" X 16" (2)#5's (HORIZ.) #4's @ 48" O.C. (VERT.) MONO FOOTING WINDOW - DOOR - MASONRY OPENING SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERT. OR BASE E DESCRIPTION C1 5'-4"w. X 4'-4"h. 245 SHT. A2-01 MCK OPENING DETAIL MASONRYBLOCK © T-4"w. x 4'-4"h. 245 ©/ SHT. A2-01 MASONRY BLOCK OPENING DETAIL#A SIM C3 4'-0"w. x 4'-4"h. 245 ©/ SHT. A2-01 DETAIL #A SIMCK OPENING ® 2'-4"w. x T-4"h. 245 SHT. A2-01 MASONRY BLOCK OPENING DETAIL#A SIM © 6'-0"w. x 6'-8"h. 245 D13 SLIDING GLASS DOORS MASONRY BLOCK OPENING DETAIL#A SIM OC6 T-4"w. x 6'-8"h. 2-#5 D05 SIDE ENTRY DOOR O MASONRY BLOCK OPENING DETAIL #A SIM C 3 4n w. x 6'-8-h. 245 D01 FRONT ENTRY DOOR MASONRY BLOCK OPENING DETAIL#A SIM FOUNDATION PLAN NOTES: 1. FOUNDATION PLAN DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF BEARING, AS SHOWN. 2. ALL CONNECTORS SPECIFIED SHALL BE SIMPSON STRONG TIE 3. ALL CONCRETE TO BE 3,000 PSI MIN, 4. ALL WOOD JOIST AND GIRDERS TO BE SOUTHERN YELLOW PINE 5. REFER TO BUILDING SECTIONS FOR HURRICANE CLIPS AND GIRDER JOIST CONNECTIONS 6. SOIL UNDER BUILDING TO BE TREATED FOR SUB-TERRANEAN TERMITES FOOTING ,OPENING SCHEDULE Al SCALE: N.T.S. 6X6 Wl AXW1.4 WWF SOPTIONAL ALUM. OR FIBERMESH OTHERS @ PA^TIO GRADE Kz THICKENED SLAB PORCH EDGE C SCALE�-N. T"S. lx P.T. BASE NAILER - 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL c E BASEBOARD N STANTARD90°HOOK 6x6 W1.4xW1.4 WWF N (M zo Z_ �7- 31/2' MIN.6 MIL POR �/ \ BARRIER 3-1/2" (3,000 P.S.I )GONG. SLAB W/ 6"X6"-W1.4XW .4ORFIBER �V \ / 3" " MESH ON 6 MIL VAPOR BARRIER CLEAN COMPACTED TERMITE IN. C/ CLEAN POISONED AND COMP. OVER TREATED FILL 16" SOIL. COMPACTED TO 95%MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. MONO FOOTING, TYP. ON 3" CHAIRS TYP. CONTRACTOR TO PROVIDE SOIL TREATMENT U.N.O. DOCUMENTATION TO INSPECTOR FOR REVIEW. TYPICAL WALL SECTION E SCALE: N.T.S. SEE SPECS FOR LINTEL SCHEDULE ALL OPENINGS: 3/16" TAPCONS W/ 1 1/4" MIN. EMBEDMENT INTO MASONRY (REFER TO N.O.A. FOR ATTACHMENT) 1 X 3 PT BUCK (MIN) 1 X 4 PT BUCK (MIN) FOR DOORS PRECAST CONCRETE SILL FRONT DOOR BUCK DETAIL SCALE'. N.T.S. rn a LLI Y U F=- W _ 0 gg FINISH CONCRETE FLOOR N � SAW CUT o W/6 X 6 W.W.M. t 1 I C Al 0 CONTROL JOINT (O�SCA�LEKT.S. TRUSSES SEE UPLIFT SCHEDULE TOP COURSE 8"X8"X16" CONC. K.O. BLOCK W/ 1X6 PT POURED CONC. & 145 REINF. CONT. PRECAST CONC. LINTEL W/ REINFORCING TEMPERED OOR TRACK GLASS (SEE FLOOR PLAN) NOTE: USE CLEAN, POISONED AND COMPACTED SOIL TO BE COMPACTED 4' CONCRETE SLAB W/ TO 95% MODIFIED PROCTOR ASTM 6"X 6" W1.4W1.4 WWF D1557 1-1/2" STEP DOWN, TYP. • • s 4" CONCRETE SLAB W/ A T T BEDi ,� " ` 6"X 6" W1.4W1.4 WWF OF CAULK NOTE: INSET TRACK RACK . FROM OUTSIDE FACE OF BLOCK (2) #5 CONT. SL. GL. DOOR D SCALE: N.T.S. A IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. W w=0 Lj m N a0� 3-p 0 W Z _ v wMETALI #5 CONT. BARS ON 3" CHAIR I. n . I 4 STEP. DO N. f C5 (TYPICAL @ PERIMETER WALL \' ' \S ) I n SLOPE DOWN. DQ .1/8 .PER OT I i. I_ i ( �. CONC.PORCH. I. .17,6.5/8, .. - 17'-6 5/8n 1.7-6 5/8.n 1 A. (OPTIONAL). i f B - I I f FLAT sLaa FOR. l GROUND FL 00.R - 1 01 L 0 • .. I 3.5" CONCRETE SLAB 3 000 PSI (, WELDED W L D IRE MESH PLACED IN IDDLE LIVING.AREA . 28 DAYS W/ 6x6x W1.4xW1.4 ) TO UPPER 1/3 OF SLAB . ' .. CONTROL JOINT TYP. SEE . w " I DETA L B .T I H S SHE!*T . I. 4 I k q O , . DEPTH OVER 6 MIL POLYETHYLE E VAPOR BARRIER. POISON L' M . � f. SOIL. COMPACT SOIL TO 95%PE ASTM D 1556. BEARING i CAPACITY TO BE 2,000 PSF. MIN. 1 APE ALL JOINTS IN VISOUEEN,. . . {'. I f TYPICAL, UNLESS NOTED OTHER VISE. 16 . x 20"D. MONO FOOTING W/ 2 �) N f i . . • #5 ONT. BARS ON 3" METAL CHAIR U. [CAL PERIMETER WALL) �. { • � I := CONC.. PORCH (TY @ .• • 4 STE LOP I •I L 3 DOWN " E DOWN:. RERFbO i L I J C. _4 - f L L M EXPANSION JOINT, TYP.. f f i I CONTROL JOINT,. TYP. SEE i f . .. .. DETAIL "B" THISSHEET i . f .: .. I 1 I I I I C i C C3 . �. C3 (� 3 f C3 I I • . L. .. WF-24 . WF=24 WF 24 ' WF-24 i WF-24 WF-24 4'-8" 4'-0" 5'-4" 4'-0" 10'-8" 4'-0" 5'-4" 4'-0" 4'-0" 4'-0" 2'-8" 1 l'-61 /8" 1'-4" M.O. M.O. E N-20"') FOUNDATION PLAN I SCALE: 1 /4" =1'-0" HOSE BIB ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. REINFORCING BARS SHALL BE OF 4" DEEP COND. UNIT INTERMEDIATE GRADE CONFORMING TO ASTM A615, MINIMUM GRADE 40 (U.N.O.). RUN REINFORCING CONCRETE PAD BARS CONTINUOUSLY, LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, REINFORCING STEEL MUST BE LOCATED AT THE SPECIFIED DISTANCES TO PREVENT STRUCTURAL FAILURES. REINFORCED CONCRETE MEMBERS SHALL HAVE THE PROPER CLEARANCE PROVIDING MINIMUM CONCRETE COVER. THE CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, 3" CONCRETE EXPOSED TO EARTH OR WEATHER; #5, W31 OR D31 AND SMALLER 1 Yz" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND/SLABS/JOINTS; #11 AND SMALLER %" BEAMS, COLUMNS; I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z" PER FBC, CONCRETE SLABS -ON -GROUND CONTAINING 6 x 6 W1.4 x W1.4 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN THE MIDDLE TO THE UPPER ONE-THIRD OF THE SLAB. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS AT SPACING OF 3 FEET OR LESS. WELDED PLAIN WIRE REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A1064/A1064M CARBONSTEEL WIRE AND WELDED WIRE REINFORCEMENT, PLAIN AND DEFORMED, FOR CONCRETE. WELDED WIRE FABRIC (WWF) SHALL BE 6" X 6" - W1.4 X W1.4. MESH MADE OF WIRE HEAVIER THAN W4 SHALL BE FURNISHED IN IN FLAT SHEETS CONFORMING TO ASTM A185. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 30" _ (#5). FOUNDATION SLAB NOTES H SCALE: N.T.S. 4'-0" A �p 18,-4" . 20'-8" VANITY MASTER. BATH VANITY 9.'-8" . ' . TLT, 9'=4'.' CV ih v ENTRY CONTROLJOINT,TYP, SEE DETAIL. "B" THIS.SHEET 518" FINISH FLOOR ELEV: = XX:' •EXPANSION JOINT; TYP:, ' SEE DETAIL.THIS SHT.'. PLUMBING -SLAB PLAN scnLE. va._rn. � ®■ II e�\ o EXPANSIO. 'JOINT, TYP. SEE DETAI THIS SHT:. 1 T-6 Neftila 16'-10" 20'-0" 1►Is] :4 m ENTRY FRONT PORCH CONTROL. JOINT,. T`FP.. SEE DETAIL ."B" THIS SHEET HOSE BIB 7r all z � E J � C/� J (n 0 cD Q cp I-eU LLJ C> _ v �¢ r__ coH F W W N J Q 0 0 0 U U 0 V) W V) J a U J U U z J J N U U i N SHEET NUMBER 0 Al-01 0 4 OF 12 will. -IT FINISH SCHEDULE NOTE: REFER TO FLOOR PLAN FOR ROOM LOCATIONS FLOOR WALLS CEILINGS D_ W w w W LLI � c) 0 Z ROOM NAME � w of � w J w LLJ_'0 0-0 W cn U w ~m � Qm 0w p cn U O0 ~ �� _� (n Z Z a Q N Z O U 0 pU p W W J J Q O L) �U F- Lu Z � ti :z p O Z > F- NOTE: CONTRACTOR TO VERIFY W/ OWNER o, a z; J J o 0 0 PRIOR TO BIDDING ALL FINSIHES, TYPICAL = U LLi W W w w WQO Z �_ N w cnW SEE SPECS "' z m o � O � 0 °- a z m�_ O O o� O z a_ m F-0 w F- = 0 = U) a U a0 a ace a w z z 1 0 x a W a COVERED/FRONT PORCH DINING ROOM LIVING ROOM KITCHEN MUDROOM WATER HEATER CLOSET HALLWAY CLOSET BATH LAUNDRY CLOSET MASTER WALK-IN CLOSET MASTER BEDROOM MASTER BATH BEDROOM No.2 CLOSET BEDROOM No.3 CLOSET COVERED/REAR PORCH CONDENSING UNIT A/C PAD DOOR SCHEDULE NOTE: REFER TO FLOOR PLAN FOR DOOR SWING ROOM NAME NO. TYPE SIZE ELEV. FRAME FIRE RATING REMARKS FRONT ENTRY DOOR D01 EXTERIOR WOOD ENTRY DOOR D01 3'-0"W. X 6'-8"H. X 1-3/8" THK. 01 METAL --- IMPACT RATED GLASS PANTRY D02 (2) WOODEN 6 PANEL CLOSET DOORS D02 (2) 2'-0"W. X 6'-8"H. X 1-1/8" THK. 03 WOOD --- CLOSET D03 (2) WOODEN 6 PANEL CLOSET DOORS D03 (2) 2'-0"W. X 6'-8"H. X 1-1/8" THK. 03 WOOD --- WATER HEATER CLOSET D04 BI-FOLD DOOR D04 (2) l'-0"W. X 6'-8"H. X 1-3/8" THK. 04 WOOD --- SIDE ENTRY DOOR D05 EXTERIOR WOOD ENTRY DOOR D05 3'-0"W. X 6'-8"H. X 1-3/8" THK. 07 METAL --- IMPACT RATED GLASS BEDROOM #3 D06 PASSAGE DOOR D06 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD --- BEDROOM #2 D07 PASSAGE DOOR D07 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD - BATHROOM D08 PASSAGE DOOR D08 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD --- BATHTUB - SLIDING GLASS DOORS D09 BATHTUB SLIDING DOORS D09 (2)2'-4"W. X 5'4"H. X - THK. 05 MTL. / GLASS --- IMPACT RATED GLASS LAUNDRY D10 PASSAGE DOOR D10 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD --- HALLWAY D11 PASSAGE DOOR D11 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD --- CLOSET DOOR D12 PASSAGE DOOR D12 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD --- WALK-IN-CLOSET D13 PASSAGE DOOR D13 2'-4"W. X 6'-8"H. X 1-3/8" THK. 02 WOOD --- SLIDING GLASS DOORS - EXTERIOR D14 EXTERIOR GLASS DOORS D14 (2) 3'-0"W. X 6'-8"H. X - THK. 06 MTL. / GLASS --- IMPACT RATED GLASS MASTER BATHROOM D15 PASSAGE DOOR DI 2'-4"W. X 6'-8"H. X 1-3/8" THK. 04 WOOD --- MASTER BATHROOM - CLOSET D16 BI-FOLD DOOR D16 (2) 2'-0"W. X 6'-8"H. X 1-3/8" THK. 04 WOOD --- ZERO-THRESHOLD SHOWER D17 ZERO -THRESHOLD, W/ NO DOOR D17 2'-8" W. X 6'-8"H. X -THK. 08 MTL. / GLASS --- IMPACT RATED GLASS, SEE DTL. " A", SHT. AO-02 CLOSET DOOR D18 BI-FOLD DOOR D18 2'-8"W. X 6'-8"H. X 1-3/8" THK. 04 WOOD --- CLOSET DOOR D19 BI-FOLD DOOR D19 2'-4"W. X 6'-8"H. X 1-3/8" THK. 04 WOOD +6'-8" +TOP OF TUB owlw_*u 01 FRONT ENTRY DOOR NOTE:G.C. TO COORDINATE AND STRICTLY ADHERE WITH THE LATEST TCNA HANDBOOK FOR CERAMIC, GLASS AND STONE TILE INSTALLATION, SEE SPECS, DETAIL, TYPICAL. +6'-8" 02 03 TYP. PASSAGE DOOR TYP. CLOSET DOOR -, W_A" 04 BI-FOLD DOOR IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. W �Zo 1r m N a0Z aF-E 3'0 oW �o� a U Q S Np0 � N z aw9 zam 0- N_ U �Lc� Lu F Z LLI = U U w z >_oa m w a mmu _BOOR PLAN A; scnLe va.=„o NOTE:G.C. TO PROVIDE EXHAUST FANS IN ALL BATHROOMS AND MOISTURE RESISTANT CERAMIC SUBSTRATE BOARD, IN ALL WET AREAS. SEE SPECS TYP., G.C. TO PROVIDE SHOP DRAWINGS IF INSPECTOR REQUIRES, SEE SPECS, TYP. NORTH NOTE: CONTRACTOR IS TO VERIFY W/ THE OWNER ALL DOORS, WINDOWS AND FINISHES FOR THE SCOPE OF THE PROJECT AND ARE TO BE PGT WINDOWS OR EQUAL AND APPROVED PRIOR TO ORDERING, TYP. WINDOW SCHEDULE NOTE: REFER TO FLOOR PLAN AND ELEVATION SHEETS FOR WINDOW TYPES MARK TYPE SIZE Width X Hgt. MODEL NUMBER & FRAME TYPE FINISH HEAD HGT. GLASS FRAME TREATMENT REMARKS A SINGLE HUNG - PGT WINDOWS 5'-0"w. x 4'-0"h. XX FACTORY +6'-8" A.F.F. CLEAR WHITE VINYL SEE EXTERIOR ELEVATION SHEETS A2-01 B SINGLE HUNG - PGT WINDOWS 3'-0"w. x 4'-0"h. XX FACTORY +6'-8" A.F.F. CLEAR WHITE VINYL SEE EXTERIOR ELEVATION SHEETS A2-01 C SINGLE HUNG - PGTWINDOWS 4'-0"w. x 4'-0"h. XX FACTORY +6'-8" A.F.F. CLEAR WHITE VINYL SEE EXTERIOR ELEVATION SHEETS A2-01 C1 SINGLE HUNG - PGTWINDOWS 4'-0"w. x 4'-0"h. XX FACTORY +6'-8" A.F.F. FROSTED WHITE VINYL SEE EXTERIOR ELEVATION SHEETS A2-01 D FIXED - PGTWINDOWS 2'-0"w. x 3'-0"h. XX FACTORY +6'-8" A.F.F. CLEAR WHITE VINYL SEE EXTERIOR ELEVATION SHEETS A2-01 ALL WINDOWS TO BE P.G.T. WINDOWS OR EQUAL NOTE: CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING ROUGH OPENING DIMENSIONS IN THE FIELD, BEFORE ORDERING ALL WINDOW TYPES OPTIONAL 6" STUCCO BAND AROUND WINDOW +61 81111 , OPTIONAL 6" STUCCO BAND AROUND WINDOW, TYP. +2'-8" O O +Ol-011 --------------- - - - - - - NOTE: CONTRACTOR IS TO VERIFY W/ THE OWNER ALL WINDOWS ARE IMPACT RESISTANT AND MEET ALL CURRENT FLORIDA BUILDING CODES PRIOR TO ORDERING / BID. SEE SPEC SHTS., TYP, OCI O ----------------------------------- J a En 0 0 Q F- O Z r- J � C/] J co co 0 Cc U ~ o Elf _ a Q r o a- Q w cc E- U LLJ LLJ W N 00 LL u z I cry --J J _J = _ Una_ LLJ C_ N 0 O DATE: 04/05/2021 DRAUN: J.W.S. CHECKED: P.A.S. PROJECT: 2102 05 BATHTUB GLASS DOORS 06 SLIDING GLASS DOORS 07 SIDE ENTRY DOOR 08 WALK -IN -SHOWER GLASS SHEET NUMBER A2-02 6 OF 12 A n 00E- Fi;',41 f INCH GENEi;P,,4L NOTE& ROOF FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. I. PRE-ENGINEERED ROOF TRUSSES e 24" ON CENTER. SLOPE TO BE 4/12 AND HEEL HEIGHT IN FIELD. 2, CONTRACTOR TO PROVIDE TEMPORARY BRACING AS RECOMMENDED BY MANUFACTURER DURING INSTALLATION. 3. ALL FRAMING CONNECTORS AND HOLD DOWNS SHALL BE AS MANUFACTURED BY "SIMPSON" OR EQUAL AND INSTALLED PER THEIR INSTRUCTIONS. 4. ROOF VENT: PROVIDE ONE INCH OF AIR SPACE FOR EACH SQUARE FOOT OF CEILING AREA. �T7VENTILATSOFF 7T VENTIL TED OFFIT VEN (LATE SOFFI ��� I I I i I� I r - ---F - - +- - -I- - - - -I- I- - f - - +- - -I- - + - - 4- - -I- - + - - 4- - -I- -LIj + - - +- - -I- - - - -I- - - - - -I- - - - + - -I- - -F - - ♦- - II III I I I O l i--�---- --�------I-------------------------------------�-- �/I I \ I I I I TRAY EILING IN I I I MASTE BEDj OOM I I I I BELO N B I I I I I II I I FRAMlu IED ATITIG ACCESS I I I I I I I I I I I I I/ I I I I I FRO CLO ET BEL W n n Q I I A8-0 I FRO GE IVE T II = I I -1I I / I I I I j I/ \I [L o 1 Y� rl I RIDG VENT IDGE RI G VENT I U � II I I I I ICLI I IN,III N - 1 II \ NN -. U I I I I I I I I I I I I I I I I I I I I I I I I I I I II I - 1 II I I I I II\ WALLLI5 BELOW I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I„ ----I-- ----I--�------�-- --I-- -- ---- ------�-- ---- ------�-- I II i I/ VENT LATED SOFFIT - - - - - VEN (LATED SOFFIT - - VENT LATED SOFFIT - _- - -- _._ ROOF PLAN \ A SCALE: 1/4" = 1'-0" ARROW INDICATES 2x` S0" OF w`OG� 6Vv���\ 12"O.C. SINGLE IN FIELD, TYP.- GABLE END TRUSS (WEBS REMOVED FOR CLARITY) X = 8D (0.113" X 2-3/8") RING SHANK @ 4"O.C. ON EACH SHEET OF PLYWOOD 0 = 8D (0.113" X 2-3/8") RING SHANK @ 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 8D (0.113" X 2-3/8") RING SHANK @ 8" O.C. ON EACH SHEET OF PLYWOOD ROOF PLYWOOD NAILING DETAIL o DOUBLE 6" O.C, STAGGER, TYP. L55U210 STRAPS OR EQUIVALENT STRAPS ALL JOISTS TO RIDGE BOARD NORTH ROOF VENT CALCULATIONS: ( LOMANCO 110D VENT (140 SQ. IN.) FL4103-R(o) FIRST FLOOR SECOND FLOOR FIRST FLOOR SECOND FLOOR 82(o /300 ° 2.15 NFA TOTAL 2.15 /2 = 1.35 NFA INTAKE / NFA EXHAUST 1.36 X 144 = 138.1 SQ. IN. VENTING REQ. 198.1 / 140 = 1.48 VENTS REQ. 2 INSTALLED VENTS IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. B aZo Q N LU m O Q-0z O V) Q I- F= 3-p ZZw FOB v¢o W U N O U � N Z z5� awe T'�'f=IC,4)_ FROOF COVEfRINC� DET,41L. ¢jm ago V)G v'i w NOTES FOR SHINGLED ROOF: o uj FLORIDA BUILDING CODE -BUILDING 1TH EDITION (2020) a > DECK 5/8" PLYWOOD SHEATHING u- o UNDERLAYMENT: (NONPERFORATED *30 ASPHALT SATURATED FELT- X � w AS NOTED ON WALLSECTION/ ROOF PLAN NOTES) � a z VALLEY CONSTRUCTION: SHALL BE IN ACCORDANCE W/MANUF.S >- INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. w M a 1.) OPEN VALLEYS: FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED W/METAL, = m 0 THE VALLEY LINING SHALL BE AT LEAST 16" (40(omm) WIDE OF ANY OF THE CORROSION - RESISTANT METALS IN TABLE 1503.2 2.) FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL -SURFACED ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE IS" (451mm) 4 THE TOP LAYER A MIN, OF 36" (914mm) WIDE. 3.) FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF I PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 4 AT LEAST 36" (914mm) WIDE OR TYPES AS DESCRIBED IN ITEMS 1 4 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT SHALL COMPLY W/ASTM D 1910. FLASHING 11501.2.9): SHALL BE IN ACCORDANCE W/MANURS INSTALLATION INSTRUCTIONS OR A CONT. METAL "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT. BOTH HORIZ. 4 VERT. METAL MIN 4" X 4" "L" FLANGES SHALL BE FASTENED 6 INCHES (152mm) O.C. W/APPROVED FASTENERS. ALL LAPS SHALL BE A MIN, OF 4" (102mm) FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO INSURE WATER -SHEDDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZ. FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS W/APPROVED FLASHING CEMENT 4 MEMBRANE. SHINGLES WILL OVERLAP THE HORIZ. FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. AT ROOF TO VERTICAL WALL CHANGE PROVIDE: 4"x4" "L" (26 GA.) FLASHING NAILED TO WALL 4 ROOF W/ 1-1/2" ROOFING NAILS a 12" O.G. FASTENERS: ALWAYS NAIL THROUGH THE FASTENER LINE OR ON PRODUCTS W/O FASTENER LINES, NAIL BETWEEN AND IN LINE W/ SEALANT DOTS. PROVIDE MIN. ((o) PROPERLY PLACED NAILS PER SHINGLE. 4 PER STRIP SHINGLE AND 2 PER INDIVIDUAL SHINGLE. -FASTENER SPACING PER SHINGLE CLASSIFICATION FOR WIND SPEED NAILS: CORROSIVE RESISTANT 3/8" HEAD, MIN. 12 GAUGE 1-1/4" - NEW ROOF 1-1/2" - ROOF OVERS FASTENERS SHOULD BE LONG ENOUGH TO OBTAIN 3/4" DECK PENETRATION OR PENETRATION THROUGH DECK. ATTACH ROOF SHEATHING TO WOOD FRAMING MEMBERS WITH 8d RING5HANK NAILS PER R8032.3.1 OF FBC DRIP EDGE: SHALL BE PROVIDED 6 EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MIN. OF 3". EAVE DRIP EDGE SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MIN. OF 2". DRIP SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.G. (4" O.G. WHER Vasd IS 110 MPH OR GREATER, EDGE 3 SHINGLES: FIRST COURSE TO BE FULL SHIN SECOND COURSE CUT OFF 10510 THRID COURSE CUT OFF 2096 FOURNTH COURSE FULL SHINGLE REPEAT ABOVE CUT io VALLEY CENTERLIN VALLEY CONSTRUC (SEE NOTES) VALLEY UNDERLAY NAILS IN 36" UNDERLAYMENT ARE TO BE 8" TO 10" APART AND TO OVERLAP 2" AT EACH COURSE PROOF DECK? d " a T`I'FIGAL TRUSS SHINGLES: FIRST COURSE TO BE FULL SHIN SECOND COURSE CUT OFF 10510 THRID COURSE CUT OFF 2096 FOURNTH COURSE FULL SHINGLE REPEAT ABOVE CUT io VALLEY CENTERLIN VALLEY CONSTRUC (SEE NOTES) VALLEY UNDERLAY NAILS IN 36" UNDERLAYMENT ARE TO BE 8" TO 10" APART AND TO OVERLAP 2" AT EACH COURSE PROOF DECK? d " a T`I'FIGAL TRUSS ANGHORACxE TYP. FASTENING: 10d x 1 1/2" DOUBLE DOUBLE DOUBLE FASTENER SINGLE ANCHOR 1 " ANCHOR 3" ANCHOR 4 QUANTITY: 1/25PAGING SPACING 1/2" SPACING (PER ANCHOR) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD: LOAD: LOAD: LOAD: FOUR 530 • 1,060 • 1,060 • 1060 FIVE 660 • 1,320 • 1320 • 1,320 • six 1w • 1,580 • 1,5500 115w • SEVEN 920 • 1040 • 1$40 • 1,840 EIGHT 1f055 • 2,110" 2,110 • 2,110 • NINE 1,185 • 2,310 • 2,310 • 2,310 TEN 1320 • 2,315 • 2040 • 2,640 • ELEVEN L450 • 2,315 " 2,150 • 2,9JW • TWELVE 1520 " 2315 " 2,150 • 3,040 THIRTEEN I¢20 • 2315 • 2,150 • 3)040 DESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA 15 MET: A. ONE CONNECTOR INSTALLED ONEACH SIDE OF WOOD MEMBER B. MAXIMUM OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE CONNECTOR D. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR LOADS INCLUDE ONE-THIRD INCREASE FOR WIND LOADING. TRUSS 51MP50N METAIB WITH T552 OR EQ. .. G G D BEAM LOAD VALUES SHOWN HERE ARE FOR USE WITH Not SOUTHERN YELLOW PINE MEM5ER5 ONLY EAVE STARTER S DRIP EDGE TYFIGAL TRUSS FRAME ANCHORAGE TYP, FASTENING: 10d x 1 1/2" DOUBLE DOUBLE DOUBLE FASTENER SINGLE ANCHOR ANCHOR I ANCHOR 3" ANCHOR 4 QUANTITY: 1R" SPACING SPACING I/2" SPACING (PER ANCHOR) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD: LOAD: LOAD: LOAD: FOUR 530 • 10600 1,060 • 1f060 • FIVE 660 • 1,320 • 1,320 • 1,320 Six 100 • 1,5w • 15B0 • 1580 SEVEN %20 • 1040 • 1,540 • 1,640 EIGHT 1,055 • 2,110 • 2,110 • 2,110 " NINE 1,195 • 2,310 • 2,310 • 2,310 TEN 1,320 • 31 25 • 2b40 • 2,640 ELEVEN 1,4500 2315 • 2,150 • 2,WO • TWELVE 1920 • 2315 • 2,150 • 3040 THIRTEEN 1520 • 2315 • 2,150 • 3,040 DESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA Is MET: A. ONE CONNECTOR INSTALLED ONEAGH 51DE OF WOOD MEMBER. B. MAXIMUM OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE CONNECTOR D. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR LOADS INCLUDE ONE-THIRD INCREASE FOR WIND LOADING. TRUSS SIMP50N HURRICANE CLIP 66 HIO OR EQUAL 555 TOP PLATE LOAD VALUES SHOWN HERE ARE FOR USE WITH Not SOUTHERN YELLOW PINE MEMBERS ONLY 9- Z � J � 0 � Q I- x c� CIO � w U ~ o �CD 0 Q a- co U W � W C"I W 0:� Ln (f7- � 0 z I u� D y m C cn CL W N I O O U! z Q rt Y J Fi D cn J L; L: I- r IUI C z LL U ¢ti s nQ l� Q Z DATE: 04/05/2021 DRAWN: J.W.S. CHECKED: P.A.S. PROJECT: 2102 SHEET NUMBER A8-01 7 OF 12 u / SCALE: N.T.S. CEILING EL. +9'-4" A.F.F.- KEY NOTES 1 PRE-ENGINEERED ROOF TRUSSES, TYP. W/ R-38 BATT INSULATION, TYP. ❑� STUCCO EXTERIOR ❑3 1" X 4" FURRING P.T. @ 16"O.C. ❑ 1/2" CEILING DENSITY BOARD, TYP. 0 BOTTOM CORD OF WOOD ROOF TRUSS W/ R-38 BATT INSULATION VINYL CORNER BEAD, TYP. a T-0" TYPICAL DROP IN TRAY CEILING ❑8 MTL. DRIP EDGE W/ ALUM. GUTTER 1-91 2'-0" WIDE VENTILATED SOFFIT, TYP. 10 R-38 BATT INSULATION, TYP. 1 ROOF TRUSS OVER REAR PORCH BEYONC WINDOW HEAD,, EL. +fi'-8" A.F.FT BUILDING SECTION TOP OF TRAY CEILING EL. +10'-4" A.F.F IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. �za ¢ N m O �04 d O Z Ln 3 — p zzW O � L F O U ¢ O w U EL +14'-9" TOP OF ROOF cn O U — _ a59 zam a o v7 U� w J d' li F W FLJ z� W = U U � 2 } O ¢ mwa 2 m U TOP OF TRAY CEILING,, EL + 10'-4" TOP OF TRAY CEILING EL +9'-4" CEILING TOP OF WINDOWS, +4'-0" BOTTOM OF D WINDOWS, EL. +1 0'4"A.F.F. `r CEILING EL +9'-4" CEILING EL +6'-8" TOP OF WINDOWS, TYP. EL +2'-8" BOTTOM OF WINDOWS, TYP. EL +0'-0" FIRST LIVING LEVEL EL 44" EXISTING GRADE LEVEL KEY NOTES 0 PRE-ENGINEERED ROOF TRUSSES, TYP. W/ R-38 BATT INSULATION, TYP. 2] STUCCO EXTERIOR ❑3 1" X 4" FURRING P.T. @ 16"O.C. ❑4 1/2" CEILING DENSITY BOARD, TYP. BOTTOM CORD OF WOOD ROOF TRUSS W/ R-38 BATT INSULATION a VINYL CORNER BEAD, TYP. a V-0" TYPICAL DROP IN TRAY CEILING 8] MTL. DRIP EDGE W/ ALUM. GUTTER 0 2'-0" WIDE VENTILATED SOFFIT, TYP. Fa R-38 BATT INSULATION, TYP. 17, ROOF TRUSS OVER REAR PORCH BEYOND Z C/] J O cn Y W U ~ o 0 U ow LLJ W N U) 00 L� C/) LL 0 z I cn mc"d� u12— < ill � N O /0 V J z WINDOWSILL — EL +2'-8" BOTTOM OF WINDOWS, TYP. Q, EL. +2'-8" A.F.F. Y Y D. V BEYOND w c w, i'2' u M. \ LJ / 2- /2"KICK 2-1/2"KICK EL +0'_ 0' FIRST LIVING LEVEL aLij L'iU < EL=O -4 EXISTING GRADE LEVEL U 1 a Q immm =1 n Q v WU F-- U BUILDING SECTION Q z BJ SCALE: 1/2" = 1'-0" N DATE: 04/05/2021 Y DRAWN: J.W.S. CHECKED: P.A.S. a a PROJECT:2102 N O N = SHEET NUMBER A8-02 0 8 OF 12 EL +14'-10" TOP OF ROOF EL +12'-8" TOP OF ROOF 12 4L__� EL +9'-4" CEILING IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. W W=CD Imo apt B a~E Min A8-02 Q rl Li G 8 5560 m 12 Q 4 ui zjm N aa _ (n� 1 m W r=Z� uj W z U < I 9 r \ mWa IICII i lI!I+I — _ _0 m z C/] J L� co Cccc QQ OCID Q C") �Fw--w 0 0- Q Lij EL +6'-8" TOP OF WINDOWS, TYP. 4 \�JV / \\—V J/ 4 FOC �� �� �o�a REAR PORCH ASTER BED _00 HALLWAY DINING ROOM77 A r: ?^ t EL +2'-8" BOTTOM OF WINDOWS, TYP. _ a a a a Al2' -02 EL +0'-0" FIRST LIVING LEVEL _ - -- -- — — , :.-� , -'--;r T • —.- — ' a-r`- • �— ��' — . -!:•. �' .. �.._ ; — ,..�- J •,—,. •. ,T .. �a-a '_' ..•-:_ ' _i_, • r.-! .y- :'•--ram �.-•. ' r=- :_r . i� :---•-'� — — 'tom ,jk J EL -0'-4" EXISTING GRADE LEVEL —' ''� ,'� D11C�K)D08Cw CONCRETE FLOOR D12 SLAB SPECIFICATION LLJ 4' CONCRETE SLAB M PSI pp 28 DAYS) WI 6X6#10110WWFOV�R6MILPO YETHYCENE I I N VAPOR BARRIER. POISON SOIL. APqA�C�T SOppILgT�O LLJ NEW2500 PSF MINM AP JOINTS IN�VISOUEEN. TYP. Ln ,� c J c BUILDING SECTION __j SCALE: 3/8" = 1'-0" � z I c/ o � __j __j A D = A8-02 SEE THIS SECTION FOR TRAY CEILING = BEYOND cif n EL +14'-10" TOP OF ROOF w N 12 _- 0 1 D 0 EL +12'-8" TOP OF ROOF u� 1 12 EL +9'-4" CEILING A. 8 2 9 3 KEY NOTES 4 EL +6'-8" TOP OF WINDOWS, TYP. — — PRE-ENGINEERED ROOF TRUSSES, TYP.El ^ WI R 38 BATT INSULATION, TYP. O❑f STUCCO EXTERIOR Z 0 � ❑3 1" X 4" FURRING P.T. @ 16"O.C. � - Y REAR PORCH ASTER BED f 00 — 1/2" CEILING DENSITY BOARD, TYP. w _I BOTTOM CORD OF WOOD ROOF TRUSS U x 5 W/ R-38 BATT INSULATION a VINYL CORNER BEAD, TYP. p 3 ' " __ 0 1'-0" TYPICAL DROP IN TRAY CEILING o Q 7 - EL +2 -8 BOTTOM OF WINDOWS DOW_S, TYP. _ _ _ _ MTL. DRIP EDGE W/ ALUM. GUTTER o U CONCRETE FLOOR W z SLAB SPECIFICATION Q 2'-0" WIDE VENTILATED SOFFIT, TYP. N 4"CONCRETE SLAB 3000 PSI (� 28 DAYSI WI ui U H 6 X 6 #10110 WWF OR 6 MIL POLYETHYLENE 10 R-38 BATT INSULATION, TYP. — — VAPOR BARRIER. POISON SOIL. COMPACT SOIL TO = 95%PER ASTM D 1556. BEARING CAPACITY TO BE I 2500 PSF, MIN. TAPE ALL JOINTS IN VISQUEEN. TYP. 11 ROOF TRUSS OVER REAR PORCH BEYOND U EL +p,_p„ FIRST LIVING LEVEL -- - _ Q Q • dd. _T 4 • • d .. Q T i / i i i i i�i�i�i�y��i\i0000,\i/\//\i/\i/\/\ l\\//\\//\\///\\////\\//i. i. i. i. ���/i /AN AN/A� /N//���� /� /� /�/�/\/\/\11 \\��\/� \j\ \//\//\//\/ / \/\/\/ // //\// ��\\/�\// ' •r "'f\\\////j� EL -0 -4 EXISTING GRADE LEVEL \�i\i,�i ;� ;� �� ,�i,�,i,�\i� �'A'­%,% i;/i�\�' D 12 DATE:04/05/2021 Y U BUILDING SECTION a_ CHECKED: F.A.S. a PROJECT:2102 BC) SCALE: 1/2" = 1 '-0" = SHEET NUMBER A8-03 p 9 OF 12 a�::: IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE.04 CL W m N J ZF 25"MIN. LAP 25"MIN. LAP Q�0 m GROUTED GEL t 5HINGLE5 / TILE TO BE a o; BITUMEN ROOF AND UNDERLAYMENT PER FASTENED AS PER K-� 0 L 0 PRODUCT APPROVAL OVER 5/8" EXTERIOR MANUFACTURERS 1 #5 DWL. 2"x STUDS @ 16" O.C. W a g GRADE PLYWOOD SHEATHING SPECIFICATION FOR WIND vai 6 c, SPEED. CONTRACTOR TO z s 9 z a.: PROVIDE MANUF. I H" C.M.U. z a m TRUSS ANCHOR LOAD BEARING OR PER ROOF DOCUMENTATION TO EXTERIOR WALL a o 1 SINGLE 2"x P.T. STUD INSPECTOR. N cn 0 FRAMING PLAN � N 0 � 12 22 6A. 6ALV. OR 5/8" GDX OR Iq/32" N 5 VERT. IN FILLED CELL < >- P z 05B SHEATHING 2 #5 REBAR a m rW� w VIF ALUM. DRIP FLASHING FASTENED TO N #5 REBAR /2" x 6 J BOLT @ 24" a O.C. VERT. OR a 0 � TRUSSES WITH Sd SIMPSON S P. 1 /2" X 6" WEDGE ANCHOR W 0 J ao PRE-ENGINEERED I _ ROOF TRUSSES @ 24 a cn cfl ALUMINUM FASCIA COMMON WIRE NAILS O.G., SEE 5PEG5 TYP. OVER I" X 6" P.T. 4"O/C 2 x P.T. PLATE m W _ cfl o � OVER 2" X 4" BAND BOUNDARIE56" 0/0 �� R-38 BATTEN INSULATION FIELD LAPPE EDGES 8" OO/C,= 0°LLJ DOWEL °U" BLOCK FILLED ° T D U F- 1/2" DRYWALL CL6 BOARD W/WALL REIF. W/GONGRETE DOUBLE 2" X 6" TOP PLATE PERFORATED Q m /\/\/� a- -a o E- NSP-2 EVERY OTHER STUD ALUM SOFFIT/ w H (2) 2"x0" HEADER AT WINDOWS vi (2) 2 X12 DEADER AT 6068 SGD CONTINUITY REINFORCEMENT FRAME WALL TO CMU G WALL CONNECTION WINDOW OPENIN65 TO BE SEALED AND 51-OI NOT TO SCALE 51-OI NOT TO SCALE WRAPPED AND WINDOWS TO BE WINDOW PER PRODUCT INSTALLED PER "DUPONT FLASHING APPROVAL (SEE PLAN FOR SIZE SYSTEMS INSTALLATION GUIDELINES" 4 LOCATION) CAULK 4 FLASH AS REO'D. VERIFY R.O. W/ MANUFACTURER. I N MARBLE WINDOW 51L 1/2" DRYWALL OVER 2"X6" STUDS ® 16, O.G. W/ R-la 5/4" RIGID INSULATION 5/8" CEMENTUOUS COATING ON METAL LATH OVER TYVEK MOISTURE BARRIER OR EQUAL OVER Y2" EXTERIOR GRADE SHEATHING EXI5TING CONCRETE SLAB I I 'I I NOTES: 1. FILL ALL CELLS WHEN STEM WALL IS BETWEEN 24" AND co 40" IN HEIGHT ABOVE GRADE. STD. 90° HOOK 2. FOR STEM WALL5 GREATER (2) #5 REBAR CONT. 3" MIN. CAR. (SEE DETAIL) THAN 40" HIGH- CONSULT ENGINEER ON 3" CHAIR ts" A WALL SECTION 51-01 CONTRACTOR TO PROVIDE SOIL TREATMENT 50ALE: N.T.5. DOCUMENTATION TO INSPECTOR FOR REVIEW. 6X6 AI AXAI A WWF OR F I BERME5H 01 4" IN. 10*'1= TYPICAL THIC 51-0 I SCALE: N.T.5. a ALUM. SCREEN �R POM BY OTHERS S. GRADE i\ 7 Q (1) #5 GONT. D SLAB EDGE 20" MIN. LAPS, 5 OR #4 REINFORCING BAR #5 4 #4 LAP SPLICE 25" MIN. LAP -------.----•-------------------- REINF701�N65AR - Oro .WDLICE - #5 REINFORCING RADIUS = 1-1 10" G "S STD. 90' HOOK 50ALE: I\"= I'-O" im K.O. BLOCK W/ (U #5 CONT. NEW #5 REBAR VERTICAL IN FILLED CELL. I "- #5 RETRO-FIT FILLED CELL REQUIRED IF NO EX15TINS FILLED CELL 6" EMBEDMENT INTO EXI5TIN6 M AND FOOTING. #5 X15 #5 XI8" REBAR DOWEL INTO EXISTING MA5ONRY W/ 51MP50N SE722 EPDXY ® 12" O.G. �I NEW NEW WALL I EXI5TIN6 WALL N6 FOOTIN6 #5 W/ 6" EMBEDMENT U51N6 5ET22 EPDXY ' TYPICAL NEW MASONRY RETROFIT 51-OI NOT TO SCALE SEE WALL 5ECT1 RTI&F U.S.P. OR HIO SIMPSON— - ELEVATI N VARIE CEMENTITIU05 GOAT FINISH —� 1/2" PLYWOOD 2- 2"xl2" WOOD BEAM TA20 U5P OR -HETA20 51MP50N CEMENTI TI OU5 -GOAT FINISH 1/2" PLYWOOD GONG. BLOCK COLUMN W/1 #5 R. FROM FOOT TO BEAM 4" (2,500 P.5.1.)GONG. SLAB W/6"X6"-NIA X W1.4 OR FIBER MESH ON 6 MIL VAPOR BARRIER OVER GLEAN COMPACTED TERMITE TREATED FILL 1 t'-4" L 5 #5 REBAR EACH WAY �R COLUMN SECTION WITH WOOD BEAM 51-OI NOT TO SCALE 6X6 PT POST IN SIMPSON STRONG -TIE "A566 POST ANCHOR BOLTED Wlj"Ox2b" RED HEAD TO t SET IN NON-EXPANDINGOUT (TYP. EA POST) 4" CONC. SLAB 6/6 ULM OVER i POLY VAPOR BARRIER OVER CLEAN t TERM11 TREATED COMP SOIL I POURED CONC. PAD W/ 2 5 V-4" REINF EA. WAY SEE SHT • $1.1 FOR DETAILS COLUMN SECTION WITH WOOD BEAM 51-01 NOT TO SCALE 1/2" DIA x 10" ANCHOR BOLTS AT 4'-0" O.G. EMBEDDED NEW EXISTING 05 REBAR W/ 6" (MIN.) EMBED. W/ SIMPSON SET z EPDXY (12" FROM TOP d BOTT.) L e N (2) 2x12 HEADER WRAPPED W/ IX TO MATCH EXTERIOR 6X6 SIMPSON STRONG -TIE "CC46 ® TOP OF CENTER POST AND 'CCT46 ® TOP OF CORNER POST (OR EQUIVALENT) ANCHORED TO BEAM PER MANUF. SPECIFICATIONS. ELEV. MATCH z EXISTING FLOOR a -1 HEIGHT V.I.F. . . SPLICE 25" (MIN.) NEW FOOTING (SEE 5CHED. 4 PLAN) *5 REBAR W1 6" (MIN.) EMBED. W1 SIMPSON 5ET EPDXY 05 x 25" REBAR AT 4' O.G. NEW TO EXISTING STEM WALL DETAIL 50ALE: N.T.5. U I— Q W LLJ LJJ C,l (JI nV I r l o V V) L L_ z � J m� w u a_ LI-1 (_ N O O u� DATE: 04/05/2021 DRAWN: J.W.S. CHECKED: P.A.S. PROJECT: 2102 SHEET NUMBER si-ol 10 OF 12 IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. W SHEATHING NAILED W/8d Q z N @4"O.C. GABLE $ FIRST 2"x 4" BLOCKING SPACED @ 45" 0/0 PRE-ENGINEERED WOOD TRUSS AT LEAST ONE TRUSS OVERLAP SPACE w m N W� 4 TRUSSES (TOP CHORD) a o Z EACH BLOCKING. SEE FLOOR PLAN FOR HEADER CONN. a �_ E 3 2-ROWS 16d NAILS STAGGERED o w 16" O/C EACH FACE OR 3-ROWS a `` �`' 2 x 6 L- BRACE 16d NAILS STAGGERED ®16' 0 C / z 0 a$ ATTACHED W/ 16d NAILS (2)2 "x 4" DIAGONAL BRAG I NG FOR 2'x10� OR GREATER HEADER w 0 o @ 4 O/G TYPICAL ATTACHED W/ (5) ad NAILS 0 o � 9 F z SEE ELEVATION FOR FINISHES (2) 16d TOENAILS 9 �- ON 1/2" CDX PLYWOOD W/8d INTO EACH LEDGER. zam 6 "O.G. ED6E5 MINIMUM (2) 12d PER JOINT GABLE TRUSS WE 16d NAILS ® 16" O/C TYP. 5 a �3 MINIMUM 1 "x4" TRU55 BRACING SEE FLOOR PLAN FOR HEADER SIZE v> '_ 2 "x 4" LEDGER. (2) 12d X6STUDS 16" O.G. TO EACH TRU55 WEB. D RAT -RUN BRACING D ETAI L G GABLE END DIAL ATTACHMENT Q w SIMPSON SPI � TOP PLATE. �11L"OC"K � � . 2"x4" Up oz @ MIDHEICGHT. (2) 2"x4" DIAG. BRACING I —2 1-2 CRIPPLE Ft � � SPACED � 32" O/G NOT TO SCALE NOT TO SCALE 1 STUD () 2"x4" TRIMMER w v o0 (5) ad NAILS INTO TYPICAL SEE STUD (TYP.) z r 6' cfl cfl Q �, c� GABLE END STUDS. FLOORPLAN °M Uj a uj cc C:> "o FOR COLUMN = r ¢ U v� e7 G.G. TO WRAP FRAMIN SIZE m w w W/ TYVEK A SEE FLOOR PLAN FOR U ~ v CD 52 CONNECTION PRE-ENG. COMMON ¢ CD TRUSSES o24"O.C. tZ ¢ w o (I) 5IMP50N HETA20 @) 32" R.38 INSUL. (MIN.) 00 �pF- P.T. BOT. PLATE 0/0 RUN UP STUDS. (1)51MPSON 2"x 6" STUDS 16" O.G. c / 5P1 ® EVERY OTHER STUD. 5d COOLER NAILS @ 6G O. . 2"X 6" PT PLATE W/I/2"X 8" J-BOLT ®45"O.G. A GABLE SECTION 1-2 NOT TO SCALE 12 SEE ELEV. FOR SLOPE SIMPSON SP4 @ EA. STUDf 5/8" GDX OR IQ/52" 055 SHEATHING FASTENED TO TRUSSES WITH ad COMMON WIRE NAILS ® 4"O/C BOUNIDARIE56" 0/0 ED6E5 4 8" O/C FIELD SIMPSON 5P4 @ EA. STUD — 2 "x P.T. PLATE 1/2"0 WEDGE TYPE ANCHOR BOLT (p 24" O.G. W/4" MIN. EMBEDMENT 5"X8"XI6" K.O. BLOCK W/ 1 #5 CONT: AND FILLED W/ 2500 P51 CONCRETE 1 #5 VERT. IN GONG. FILLED CELL—/ W/ 57D. Ct0° HOOK IN K.O. BLOCK r- PRE-ENGINEERED WOOD TRUSSES (9 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE 2"x'4" #2 5YP STUDS @ 16" O.G. MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 20'-0"MAX. 20'-0"MAX. "X" BRACE SEE DETAIL— CONTINUOUS BOTTOM CORD C ROOF BRACING PLAN -2 NOT TO SCALE ,.3LE END BRAG I NG 4'-0" 0/0 MAX FOR FIRST (4) ROWS OF TRUSSES (2) 2"x 4" BRACING 52" O.G. SEE DETAILS. /ANCAIC.-T'C I>VL 15 C8) '+0 rE:) GABLE END DETAIL NOT TO SCALE WINDOW AS SCHEDULED PRE -CAST GONG. SILL TYPICAL G.M.U. .I 2"x PT WINDOW BUCK (150 MPH WIND) I "x PT WINDOW BUCK (< 120 MPH WIND) SEE ATTACHMENT DETAIL THI5 SHEET RIDSE LINE + f 4-+ r # o f f } # i + + } + + r + + # # + i # + + + + + + ++t+ «+«+ 4 + + + + f + + + + + + + + + # + ♦ + + r + + # + + + t+ 4 + r♦ 4 + f r o f f 4+ + + + + + ♦ 4 # + + r r + « r + 4 + ♦ + 4 t } 4 # + + ++'}'} RIDGE LINE + + +}#,*,* + + + + + # « f + + + + t + + + r + + r # + + + + ♦ } + « + r ♦ + + + « + + + r + + + + + r + + r + + + + + t + + + + +]. + + + + + + + + + + + + + + + + + + + + + + + + + + i i + + 4 + + } + + + t + .c!: 4 + + + + + # + + ♦ # + + + + + + + + + + + + + + + + + + + r + + + + + + + + + } + ♦ + i 4 + + + + « i + + + i i + r + + + + + + + + + ♦ + + + + + + + + i + + + + + + + 4 + + + + + + + ^+ + + + t } + # # + + } + + + i + } + 4 # } i # + + i + } i + + r + + + # + + 4 # 4 4 + + + } + + + + 4 + 4 4 4 4 + 4 } + ♦ } ♦ + ♦ + + ♦ + + + + + + # + + + SOHEDULE- + + + + + + + + + + 8d RING SHANK OR IOd COMMON NAILS @ 4" O/C ad COMMON NAILS @ 6" O/C ++++++i++++++++++++, (p GABLE END WALL OR OR BUILDING END ZONE ad COMMON NAILS @12" 0/0 + + + + + + + + + + i } + + + + r « r r + I NTERMED I ATE ' f SHEATHING NAIL PATTERN S 1-2 NOT TO SCALE TYPICAL HU5 INSTALLATION TYPICAL META / HETA INSTALLATION 51 MP50N MMTS I S W/- (4) 1 /4" x 1 1 /2" TAP - CONS INTO TIE BEAM RETROFIT-MTS ANCHOR TYPICAL HTS INSTALLATION 2"x BUILT-UP COLUMN 51MP50N f FILL EVERY NAIL HOLE W/ Ibd NAILS 5/4"0 THR BOLT 5/5"OxB" %J" BOLT OR 5/5"(P WEDGE ANCHOR W/ MIN. 5" EMBEDMENT 51 MP50N f * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD 5EARINr_;;/EXTERI0R WALL HEADER DET,41L SCALE: N.T.5. S� H2.� SIMPSON OR HCDP U.S.P. INSULATION H2.5 SIMPSON OR HCDP U.S.P. H2.5 SIMPSON OR HCDP U.S.P. SPACE ANCHOR tff.:?, BOLTS 6" MAX. FROM END OF 2" X PLATE. � I RDER TRU55 'ILL EVERY IAIL HOLE V/I(od NAILS '.X TOP PLATE =ILL EVERY IAIL HOLE V/16d NAILS '. X B.U.G TYPICAL 51MP50N STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL H ANCHOR DETAILS -2 NOT TO SCALE N I a a . 2 ##5 CONT. DOUBLE TOP PLATE 2"X4"STUD @ 16" 0. C. (1) ROW 2X4 BLOCKING Q MID HGT. FOR WALL HGT. < 8' - 6". (2) ROWS 2X4 BLOCKING 3rd PTS FOR WALL HGT. > 8' 6". 1 /2" DRYWALL 1 /2" 0 X 8" ANCHOR BOLT © 24" O.C. W/ 2' 0 X 3/16" PLATE WASHER (TYP.) 2" X 4" PT PLATE INTERIOR SEARING WA -2% SCALE: N.T.S. 1) FASTENER SIZE - INCH DIAMETER 2) FASTENER LENGTH - MUST GO /4"ANCHOR5 2 INCHES DEEP INTO THE 3) r*wQEENER 5PAC I NG - NO °ERMANENTLY MORE THAN 16 INCHES APART vi NSTALLED 4) FASTENERS - MUST BE VIBRATION- W RE515TANT $ PERMANENT INSTALLED 5) FASTENERS - MUST BE CORRO51ON RE51 STANT < PLYWOOD PANEL 3 PLYWOOD HURRICANE PANELS 0 0 FA5TNER SPACING FA5TNER (INCHES) A,B PANEL 4 (b TYPE SPAN FEET FEET 4 SPAN SPAN NO. 5 WOOD 50REW BASED ANCHOR WITH 2 INCH EMBEDMENT LENGTH ib FEt FAT NO.10 WOOD SCREW BASED ANCHOR WITH 2 16 12 a INCH EMBEDMENT LENGTH 1/4 INCH LAG SCREW BASED ANCHOR WITH 2 INCH EMBEDMENT LENGTH 16 16 16 O U 0 w w = J a V J U PLYWOOD HURRICANE PANELS a Z WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" > INCH AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDIN65. V) PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE a WINDOW OPENINGS WITH ATTACHMENT HARDWAREL PERMANENTLY INSTALLED ON THE BUILDING. THE PANELS MUST LAP OVER THE c SIDES OF THE WALL AT LEST 5 INCHES. DO NOT FIT THE SHUTTERS INSIDE THE OPENING. N O N r<_*' TYPICAL HURRICAN PANEL DETAIL = Z -2 50ALE: N.T.5. 0 U 0 U LLJ (� (f Ln c�3 (-00 (of) LL CD z I cn E m ry U� n W N 0 J O DATE: 04/05/2021 DRAWN: J.W.S. CHECKED: PAA PROJECT: 2102 SHEET NUMBER Sl-02 11 OF 12 I�iW�Il3., IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. o �zo Q-N Iwo N J aoz Q cn C Q` z z c Z O U Q O Q W U > d Z N O U � O z O Q Z d T c� Q w a (n U � w w S MP z Z` ~ Q W � w J vi U�z Cc o a (fj cc d• Tree Legend NOTE: �� =b Q = Lli Oak ELEVATIONS SHOWN HEREON `\ ��,'`2 `, w co� ARE IN FEET AND REFER TO P.K.4;ail &Disc N.A.V.D. 1988 DATUM. 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RECEPTACLE e COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 110V DUPLEX SWITCHED ELEC. RECEPTACLE sD SMOKE DETECTOR 220V DUPLEX ELEC. RECEPTACLE WP EXTERIOR WATERPROOF OUTLET �WP WATER -PROOF ELEC. RECEPTACLE /� DOUBLE FLOOD LIGHTS �F FAN PRE -WIRE (CAPPED) 0!b WATERPROOF CEILING ELEC, SWITCH MOUNTED LIGHT OVER 3 3 WAY ELEC. SWITCH wP ENTRY D DIMMER SWITCH ❑® CEILING MTD. 110V ELEC. OUTLET F VARIABLE SPEED FAN SWITCH O THERMOSTAT - - - ROUTED WIRE Q DATA OUTLET TV WALL MTD. TV OUTLET WALL MOUNTED LIGHT RETURN AIR z EXHAUST FAN RC RECESSED CAN LIGHT M ELECTRIC METER WPRC WATERPROOF CEILING MTD. LIGHT LE MAIN DISCONNECT WP WATERPROOF CEILING w Q WALL MTD. ELECTRIC PANEL O MOUNTED LIGHT IN SHOWER / TOILET RC PENDANT LIGHT O CEILING MOUNTED FAN W/ LIGHT CEILING MOUNTED LIGHT NOTE: ALL LIGHT FIXTURES ARE TO BE L.E.D. TYPE, TYPICAL ELECTRICAL CODE NOTES: 1. CONTRACTOR MAY COMBINE WIRES IN ONE CONDUIT FOR CONVENIENCE OF INSTALLATION, PROVIDED ALL THE REQUIREMENTS OF THE N.E.C. ARE OBSERVED. 2. ALL ELECTRICAL EQUIPMENT IS SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS ARE TO BE DETERMINED IN THE FIELD AVOIDING INTERFERENCES. 3. THE INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND ALL REQUIREMENTS OF THE LATEST EDITION OF THE N.E.C., OSHA, STATE AND LOCAL CODES. FLORIDA BUILDING CODE -BUILDING 7TH EDITION 2020 FLORIDA BUILDING CODE-RESIDENTAL 7TH EDITION (2 20) ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2017 PLUMBING CODE: FLORIDA BUILDING CODE -PLUMBING 7TH EDITION (2020) MECHANICAL CODE: FLORIDA BUILDING CODE -MECHANICAL 7TH EDITION (2020) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 7TH EDITION (2020), NFPA 58 LIQUIFIED PETROLEUM GASES LATEST EDITION NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS. LATEST EDITION OSHA ACCESSIBILITY CODE: FLORIDA BUILIDING CODE -ACCESSIBILITY 7TH EDITION (2020) ENERGY CODE: FLORIDA BUILDING CODE -ENERGY CONSERVATION 7TH EDITION (2020) FIRE CODES: FLORIDA FIRE PREVENTION CODE WITH CURRENT FBC EDITION (2020) 4. ALL WIRE SHALL BE COPPER. ALL WIRE, CONDUIT AND BREAKERS SHALL BE #12 COPPER WIRE (THHN OR THWN), 1/2 CONDUIT AND 20 AMP SINGLE POLE BREAKERS UNLESS OTHERWISE NOTED. (TYPICAL) 5. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 6. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 7. VOLTAGE DROP HAS BEEN CALCULATED IN COMPLIANCE WITH FBC ENERGY CONSERVATION C405.6.3 AND NEC 210.19(A)(1)FPN#4. VOLTAGE DROP IN FEEDER CONDUCTORS TO BE MAXIMUM OF 2% AT DESIGN LOAD. VOLTAGE DROP IN BRACH CIRCUITS TO BE MAXIMUM OF 3% AT DESIGN LOAD. WP:�-_ � RC B MASER BEE '' 9'4"CLG. io �� I 0 A8-0x3 I REAR PORt ri 9'-4° CLG. . 9'-4" CLG. 1 k-1 u ❑ I❑ �_ C.U. DISCONNc Fu j OwP `A 2"A'F.F. F � O wP --` 42"A.F.F. ❑11I1-1171❑❑I❑1:11❑❑I❑❑I❑❑ I ❑j❑ 1 ❑711-3 ORC b',,NALK-IN RC / UWP , CLOSET W. — 30AMP. - 200V. CL. RC Qz RC , I' � LAU 7Ry f i �L G. ROOF 4T rflOWAIL ,\\\ /Z/9 O wP 42- AF F BATH 9'-4" CLG. 42"A.F.F. IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. o �Zo N O Uj m a0Z '- O (n QL-E Son ZZw O =) r Qo^ Sow ao W U fair p c� p N � Zs9 awe Zam d N Q (nU� W O p Fk m g u� F Z � A8-0 w 0 U Z } O m WJa =mu L:cc EC. METER GFI 42"A.F.F.' -El-1 -- L F7 RC 3 FRE[. F i MUnROOM RC _ O ALL Pa' AMP 42 z c ELEC�PANEL F— I Z CL. HALLWA, RC 9'-1"CLG. R 3 _bqt. � T/-\ - e F BEDROOM #3 TV 9'-4" CLG. ELECTRICAL LAYOUT PLAN A, -0 - L�e ,.a. = r o. EL +14'-9" TOP OF ROOF EL +12'-6" TOP OF ROOF EL +9'4' CEILING _ EL +6-8" TOP OF SLIDING GLASS DOORS COLUMN MOUNTED — COACH LIGHTS (TYP.) EL +0'-0" FIRST LIVING LEVEL EL -0'4' EXISTING GRADE LEVEL_----- i 12 4� ELECTRICAL METER ELEVATION SCALE: N.T.S. GFI 50AMP. GFI GFI GFI 2"A.F.F.42"A.F.F.4ZWIF C 2'a4.F.F. RC Xc TCHEN 3 -4° CLG. II ,C 2 COMP. SINK &DISPOSAL RC I I RC II I DINING ROOM 9'A" CLG. RC ❑ ❑II 3 r - -i❑ G--_>o ❑❑ ❑ �u ❑� Q RC RC WP FRONT PORCH, 9'-4" CLG. O O LIVING ROOM RC 9'-4"CLG. RC WP - �L L f Q METER ' NORTH WE5T EXTERIOR ELEVATION 12 --r. Q4 - �4! CONSTRUCTION LEGEND ❑❑ ❑❑ PROPOSED 8" C.M.U. CONSTRUCTION PROPOSED DRYWALL INTERIOR CONSTRUCTION PROPOSED PATIO/ENTRY LOCATIONS CONTROL JOINT, TYP CEMENTITIOUS FINISH KNOCK DOWN STUCCO PER ASTM C 926 (TYP.) A/C DISCONNECT BOX HOSE BIB MTD. ON EXTERIOR, SEE P-100 COND. UNIT MTD. ON CONC. PAD TECO METER CAN CONNECT VIA 1-1/4" DIA. UNDERGROUND PVC SLEEVE TO EXISTING TECO POLE FOR WIRING PER POWER COMPANY SERVICE & DESIGN REQUIREMENTS. PROVIDE THWN OR ALUM. FEED PER TECO REQUIREMENTS. J a w 11-mlEl 0 z J � V) O cD O U N� LLJ w U — o �IM. 0 �Q w U �W W N LLJ n cn I-- O cn LL CD z I cn min, W u� N O O cn do N DATE:04/12/202 Y DRAWN: J.W.S. CHECKED: P.A.S. a a PROJECT:2102 N cq N SHEET NUMBER o El-01 0 n 13 OF 13 I HVAC Basis of Design - Envelope Components - FEC Building Envelope Components shown on This Report are Based on Drawings that are Data Linked via 3D Smart CAD HVAC Floor Plan(s) Smart Figures. Any Changes to the Building Envelope Component Types, Component Amounts, Interior Room Layouts, Building Orientation (North Arrow Compass), Building Usage, etc. Must be Communicated to the Deis ner. g1 g Conduct an Owner Survey to Establish the Listed Items on this Summary Page Meets the building Owner's Needs. See "Project Report" for Building Site Climatic Conditions and Indoor Design Conditions. See "Manual D Duct Size Data" Report(s) and "Manual S Equipment Selection" Report(s) for More Detailed Information. See Energy Forms for Minimum Requirements of all Items. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Energy Code Consulting, Inc. Parcel 0 11-26-21-0010-11300-0060 1483 NE Lakeland, FL 33803 Page 8 Total Building Y Summar Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain OP4025SH: Glazing -Two Pane Low E Window Operable 152 1,643 0 2,742 2,742 Single Hung, ground reflectance = 0.23, outdoor insect screen with 50% coverage, medium color blinds at 450 with 25% coverage, U-value 0.4, SHGC 0.25 FD4025: Glazing -Two Pane Low E Window Glass Door, 40 432 0 1,190 1,190 ground reflectance = 0.32, medium color blinds at 450 with 25% coverage, U-value 0.4, SHGC 0.25 FX4025: Glazing -Two Pane Low E Window Fixed, 12 130 0 260 260 ground reflectance = 0.23, medium color blinds at 450 with 25% coverage, U-value 0.4, SHGC 0.25 SGD4025: Glazing -Two Pane Low E Window Sliding 40 432 0 379 379 Glass Door, ground reflectance = 0.32, medium color blinds at 450 with 25% coverage, U-value 0.4, SHGC 0.25 BW4: Wall -Block, Custom, Block Wall any type R-4 1361 5,253 0 3,951 3,951 continuous insulation with any finish(es), U-value 0.143 HVA38-ad: Roof/Ceiling-Under Attic with Insulation on 1483 1,039 0 2,120 2,120 Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, Hot Vented Attic R-38 Insulation, dark asphalt, U-value 0.026 HVAI9AKW: Roof/Ceiling-Under Attic with Insulation on 36 48 0 65 65 Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, Hot Vented Attic R-19 Attic Knee Wall, U-value 0.049 FSOGO: Floor -Slab on grade, Custom, Slab On Grade R- 175 5,575 0 0 0 0 edge insulation, any finish, U-value 1.18 _ _ Subtotals for structure: 14,552 0 10,707 10,707 People: 4 920 1,200 2,120 Equipment: 590 2,139 2,729 Lighting: 0 0 0 Ductwork: 3,196 1,093 4,508 5,601 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 60, Summer CFM: 60 1,776 2,162 1,052 3,214 AED Excursion: 0 0 497 497 Total Building Load Totals: 19,523 4,765 20,103 24,868 Check Figures I Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,483 Square ft. Per Ton: 673 Volume (ft3): 13,931 Building Loads Total Heating Required Including Ventilation Air: 19,523 Btuh 19.523 MBH Total Sensible Gain: 20,103 Btuh 81 % Total Latent Gain: 4,765 Btuh 19 % Total Cooling Required Including Ventilation Air: 24,868 Btuh 2.20 Tons (Based On 76% Sensible Capacity) Notes 71 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. HVAC SYMBOLS - FLORIDA BUILDING CODE 7TH EDITION (12/31/2020 - 12/30/2023) AHU =Air Handlin Unit g BP _ ass Dam er- Bypass P CFM = Cubic Feet per Minute El Supply Air Plenum Exhaust Fan EF-1 or as Noted ® Ceiling Register (1 Way Throw Shown) O Equipment Controls CU = Condensing Unit EF = Exhaust Fan MUA = Make Up Air PKG = Package Unit v & Wall Register 2 Way Throw Shown) ------------ Dram Lines RB/T = Return Air _ - SB/T Supply AirCondensate SEER = Seasonal Energy Efficiency Ratio SF = Supply Fan ® D Q Floor Register (2 Way Throw Shown) 49` .,._-• Refrigerant and Control Piping SP = Static Pressure T/A =Transfer Air V!A =Ventilation Air ZD = Zone Damper ._, a U, T Undercut Door Typical Interior Doors 0 Return Air Plenum �_' I I Z=::] Horizontal Air Handler Mount from Structure • • 0; ` I:, Intake Vent Roof/Exterior E Floor or Ceiling Filter Grille ' Vertical Air Handler On Stand or Attic • r rJ • . " �, '� Exhaust Vent Roof/Exterior - 4�4]� Ceiling Grille Ducted T/A 1 -J Branch Duct Volume Control Damper jLi EO: - Condensing Unit on Slab, Raised or Roof 44hq- Wall Filter Grille err �r Wall Grille Ducted i A 'A � & 0 Ductless Air Handler Ceiling or High Wall Mount & 0 ff Flexible Ductwork I Rectangular Ductwork - - % D Efl Zone / Bypass Air Dampers Duct Junction Boxes I ,a A Equipment Access Panel HVAC Equipment Selection EQUIPMENT SCHEDULE SPLIT SYSTEM HEAT PUMP AIR HANDLER MARK: AHU-1 UNIT MANUFACTURER: AMERICAN STND UNIT MODEL NUMBER: TAM9AOA30 UNIT DIMEN H/W/D: 49.9x17.5x21.8 UNIT WEIGHT: 120 CC SUPPLY PLENUM SIZE: 14.5x14.35 W o RETURN PLENUM SIZE: 14.5x17.15 ZZ MANUAL D DUCT CFM: 1000 = MANUAL D DUCT TSP : CAD / GMDD Ir Q SUPPLY FAN H/P : 1/2 BLDG. VENTILATION CFM: 60 MECHANICAL BLDG. INFILTRATION CFM: 37 NATURAL UNIT PHASE / HERTZ: 1/60 UNIT VOLTAGE: 208 / 240 HEATER KW: 3.6 / 4.8 AHU + HEAT MOP: 25 / 30 CONDENSER MARK: CU-1 = W _ NOMINAL A/C TONS: 2.5 Z UNIT MODEL NUMBER: 4A6H5030 0 UNIT VOLTAGE: 208/230/ 1 / 60 Z O UNIT MCA / MOP: 17 / 25 UNIT DIMEN H/W/D: 30x357x38 UNIT WEIGHT: 239 MJ DESIGN TEMP: 91 91 92 93 fn J TOTAL COOLING KBTUH: 28.9 28.7 28.5 a SENS. COOLING KBTUH: 22.1 22.0 21.9 Z Z LAT. COOLING KBTUH: 6.8 6.7 6.6 2 SENSIBLE HEAT RATIO: 0.76 0.77 0.77 TOTAL HEATING KBTUH: 26.4 SEER / HSPF: 15 / 9 FE a 95/75at75%SHR:TC,SC,LC 27.2 20.41 6.8 CERT. REFERENCE # : 10093618 THERMOSTAT MODEL: PROGRAM ALTERNATE BRAND EQUIPMENT CAPABLE OF NEUTRALIZING BOTH LATENT AND SENSIBLE to W DEMAND'S IS ACCEPTABLE / SEE MANUAL J. 0 VIEW ENERGY FORMS FOR MIN. EFFICIENCIES. Z HVAC CONTRACTOR TO PROVIDE EQUIPMENT J a _ TIE DOWN AND INSTALL INSTRUCTIONS + W Z MATCHED EQUIPMENT AHRI RATINGS ON W 0 SITE FOR FIELD INSPECTORS APPROVAL. INFORMATION SHOWN ABOVE IS SUBJECT TO CHANGE I SITE VERIFY EQUIP. DATA PLATE. LOW / HIGH FAN CAPACITY ADJ. (.98 / 1.02) UPGRADES SHOWN ON HVAC OPTIONS HVAC Equipment Shown this Page is for Single Stage Capacity Selected in Compliance with Manual J 8th Edition Heat Load Calculation Procedure, Manual D Duct Design and Manual S HVAC Equipment Selection Procedure as Required by Florida Energy Conservation Code Section R403.7. Single Stage Capacity Equipment Can Not be Undersized Below the Manual J Heat Load Calculations or Oversized by More Than 15% of the Manual J Heat Load Calculations (or Next Size Available). See HVAC Basis of Design Notes on This Page for Code Set HVAC Design Parameters and FECC Codes FECC403.7.1.1 & FECC403.7.1.2. See Energy Forms for Minimum Efficiencies Required for this Particular Project to Achieve a Passing Score. View HVAC "Options" Drawing for Upgrade to the Oversized Variable Capacity HVAC Equipment as Allowed by FECC Code Section Fecc403.7.1.3. Optional HVAC Equipment Shown on the Options Page Will Require the HVAC Installer to Install a Larger Duct System as Required for the Increased Airflow Amount Associated with the Optional Oversized Staged Capacity Equipment. Contact the Original HVAC Designer for an Optional Upgrade Design Package. EQUIPMENT SCHEDULE ax EXHAUST FAN FAN MARK: EF-1 MANUFACTURER: NUTONE MODEL NUMBER: OT-763 FAN TYPE: CEILING FAN CFM: 50 TOTAL PRESSURE: .3 FAN VOLTAGE: 120/1/60 FAN AMPERAGE: 1.6 FAN DIMEN LWH: 8X9X6 DUCT OUTLET SIZE: 4" DUCT INLET SIZE: 12X11 FAN WEIGHT: 12 NOTES: 1,2 1 = VENT TO EXTERIOR 2 = INTERLOCK WITH LIGHTS or SWITCH 3 = THERMOSTAT CONTROL 4 = INTERLOCK WITH SAME ZONE HVAC 5 = VARIABLE SPEED CONTROLLER 6 = ADJUSTABLE EXTENDED OPERATION DUCT SIZING: SEE FRBC TABLE M1506.2 RESIDENTIAL 50 CFM MINIMUM // FMC403.3.1.1 HVAC Equipment Selection Shown is Based on Both the Sensible and Latent Demands. See Recommended Tons. Total Cooling Tons Shown on the Total Building Summary Page are Adjusted for the Selected Equipment's Sensible Heat Ratio Performance. View HVAC Equipment Schedule "Manual S" Data Section for Site Specific Performance. Energy Code Consuhing's Schematic to the HVAC Design Procedure Construction �. Details FECC 403.21 and FECR 403.7.1 Manual J I ACCA 183 Room Heat Load Loads by Thermal Zone of HVAC Type of Duct System HVAC Equipment I Type HVAC Equipment Selection 17C..3.7.1 Manuals FP!_,_, oPressure Drop Handlerrmance� AHU Device FECC 403.2.9.5 antl FMC 603.2 Manual D and T Duct Sizing Procedure FECC 402, 407 plus FECR 402, 405 and 406 IEnergy Code Calculations Duct Fittings and Geometry With Greater Efficiencies in Windows. Insulation, etc., the Old School Square Footage 'Guess'in Determining a Heating and Cooling System is Ridiculous and Forbidden by the Florida Building Code. Energy Code Consulting uses Mathematically Relevant Data Related to City Specifics, Residential Compass Orientation, along with each Room's Heat Load Demand that Dictates the HVAC Selection, Duct Sizing and Air Device Selection used in this Report as Reflected in the above Schematic. Intelligent CAD Duct Figures and Graphic Manual D Duct Fittings In the Duct Design Reports, Every Duct Section and Fitting Indicated are Included in the Calculations Via Data Linking to Determine the Most Restrictive Air Path. Manual D Duct Design Data is Used for Air Handling Equipment Selection. The Maximum Velocities Used are Based on ACCA Manual D Duct Desiqn. EL 5 EL 5 _ Duct Velocity SUPPLY AIR SIDE RETURN AIR SIDE ' Shown is Feet Per FLEX RIGID FLEX RIGID Minute EL40 L� Includes Side, Top or Peak Tap Plenums Trunk Duct 600 - 700 700 - 900 600 - 700 600 - 700 - Main Supply Air Plenums Branch Duct 600 - 700 600 - 700 600 - 700 400 - 700 5-E Main Return Air Plenums EL1g -- ' �, I " - V C:l I 2-A 2-D 2-E EL35.80 EL40-85 EL25-50 4-AA or 4Z 4-AD EL35 EL80 88•A 6-A3PC EL6L65 ELIL70-6-65 EL10-20 EL20-35 EL10-115 EL 0-110 ELID-75 Supply Branch Duct Takeoff Supply Air Register Boxes Elbows for Supply and Return Return Branch Duct Takeoff ftahi.� _,&� �;�_ �?� �� Ro a -?-_"""",L, tii) [a _(�7 � -' EL65 EL80 EL50 13-C 13•A .03 IWC .03 IWC Flex Elbow Trapezoid Triangle 118 ELS 95 11A ELS•20 EL10-95 10-F EL35 Supply Trunk Junction Fittings Intrinsic Branch Duct Damper Fexible Duct Junction boxes for Supply and Return L75 EL75 10-C EL10 Return Trunk Junction Fittings 1�4�4____:�� %�� 12-L 12-R 12 O ELS-10 EL2.5 ELS-10 2-0 2-P 2.0 EL55-100 EL5g-75 EL10-25 121 ELS10 RETURN RET URN SUPPLY .03 IWC 45 Degree 90 Degree SD SE EL10-30 EL15.40 Supply Branch Duct Takeoff Converging Transitions for S/A & R/A Intrinsic Air Side Devices for S/A and R/A Return Branch Duct Takeoff •0�'/�-'���\�\///,.Jp-LYI�� fir/- � �\y�� -r% -", °o,F" --✓ ----ie„'J 0 w (, Vim/ 9-0 9-1 9•M EL15 EL85 EL20 12•H 12-C 12-1 EL15-40 EL20-40 EL10-35 Heater 1"Filter DX Wet Coil . 11-.48 M/C .07 IWC 'ON C3 6-N 6-G EL10 EL30 Supply Trunk Junction Fittings Diverging Transitions for SiA & Rr'A Intrinsic Equipment Devices Return Air Register Boxes HVAC NOTES - FLORIDA BUILDING CODE 7TH EDITION - EFFECTIVE 12/31/2020 - 1230/2023 COMPLIES WITH THE 7TH EDITION FLORIDA BUILDING, RESIDENTIAL, EXISTING RESIDENTIAL, MECHANICAL AND ENERGY CODES. Florida Code section abbreviations: FBC = Building, FRBC = Residential, FMC = Mechanical, FEC = Energy HVAC BASIS OF DESIGN: These HVAC drawings, HVAC demand calculations and Florida Energy Calculations are based on the architectural construction drawings provided for permit application. This HVAC design incorporates D.O.E. "Right Size HVAC Design Guide". The HVAC system(s) were based on outdoor design conditions shown in Table 1 A of the 2016 v2.5 ACCA Manual J 8TH edition [MJ8]; cooling season outdoor temperature examples: Tam a=91 St. Petersbur =92 Orlando=93. The indoor design conditions set b MJ8 and the energy code section FEC302 72 r winter an 7 re summer). p g g y gy c e ( degrees to d 5 degrees su er). Correctly sized single capacity (one stage of capacity) HVAC equipment is designed tooperate continuously during peak hour design conditions and will have no reserve capacity included to neutralize record breakin g outdoor temperatures; unusually low expected indoor temperatures, entertaining large amounts of occupants or any other item not listed on the "Total Building Summary Loads". Peak cooling demand makes up approximately 15% of the cooling season, the remaining 85% of the cooling season is at "part load conditions" and requires dedicated dehumidification equipment if year-round control of indoor humidity is expected. View HVAC options drawing, if provided, for optional dedicated ventilating dehumidification equipment (Honeywell DH-90 or Ultra -Air XT150H) as required to monitor and control indoor humidity year-round, view FEC403.13. May include time -of -day peak hour demand, required cooling capacity for multiple orientations, building demands pie chart, adequate exposure diversity calculations and HVAC system upgrades that include: dedicated dehumidifier(s), high efficient air filtration and air treatment(s), thermal zone control system, variable capacity HVAC equipment, etc. When available, view HVAC options drawing for alternate HVAC equipment selection designed to neutralize outdoor weather conditions that can include the highest site recorded outdoor temperature, lower than 75-degree indoor temperature, and occupancy quantities larger than code allowances. View section FEC403.7.1.3 for selection of Variable capacity HVAC equipment. The lowest operating capacity of Variable capacity HVAC equipment can be no greater than 15% of the MJ8 demand calculations performed at design conditions (or the closest equipment capacity match available that neutralizes both the sensible and latent demands). The highest capacity of variable capacity HVAC equipment has no sizing limitation. HVAC Contractor must use Manual D duct design procedure for designing the larger duct system associated with oversized variable capacity equipment factory set at the highest air handler fan speed or adjust the air handler fan "CFM/ton" airflow setting to closely match the code minimum HVAC design CFM's listed. Using the architectural construction drawings, the following ACCA HVAC Design Manuals and procedures were performed: (1) 2016 v2.5 ACCA Manual J 8TH edition [MJ8] Room -by -Room demand calculations that quantified the demands for each thermal zone and each conditioned room. (2) The MJ8 calculation results were used to select the HVAC Equipment capacities in compliance with Manual S Equipment Selection Procedure (3) MJ8 calculation results were used to design the HVAC duct system in accordance with Manual D Duct Design (4) MJ8 calculation results were used to select the supply and return air devices (type, size and ideal location) in accordance with Manual T room Air Distribution selection procedure (5) Florida Energy Calculations were performed to determine the "meet or exceed" HVAC equipment efficiencies required for this building to "pass" the Energy Code requirements. Manual ZR was used to determine the thermal zone room grouping (multiple thermostats served from a single HVAC system), optional and/or mandatory proposed thermostat locations as required by the MJ8 Adequate Exposure Diversity [AED] calculations and building levels served. All above calculations performed are graphically represented within these HVAC drawings and are specific to this building only. CONTRACTOR NOTES: Prior to any HVAC system installation, the HVAC Contractor must verify the constructed building matches the HVAC building exposure diagram, HVAC drawings and Energy Code forms submitted for permit application. View "Total Building Summary Loads" for a detailed list of building envelope components and building geometry; view the Florida Energy Code forms for additional building envelope and building information. Building envelope construction practice "semi tight" [blower door tested less than 5.1 ACH/50] is used in the building infiltration calculations, field verify the building envelope (air barrier in contact with the thermal barrier) fully encapsulates the conditioned space. HVAC Contractor must field verify sealed draft stops exist that are isolating the wall cavities from the exterior and/or hot vented attic spaces. Buildings with hot vented attic spaces require the air and thermal barriers to be located at the ceiling plane. Buildings with unvented attics or unvented single assembly roofs (flat, shed, pitched, low slope open web flat truss, etc.) require the air and thermal layer be located at the roof plane. Unvented attics located above conditioned spaces require envelope separation ["attic break walls"] from adjacent attics that are unconditioned spaces like garages, porches, entries, etc. Attic break walls are required to extend from the top plate of the exterior/partition wall upward to connect to the roof envelope component. Buildings with "sealed" unvented attics may also require attic gable -end walls, roof soffits and roof truss rim caps to contain air and thermal barriers. Provide ducted dedicated dehumidifier(s) mounted near the roof peak for buildings that contain an unvented attic space(s) or provide roof envelope component that contains an air barrier with water vapor release at the roof peak. Do not install a cooling system into a building missing a full building envelope that completely encapsulates the conditioned space. During construction the HVAC Contractor must notate any modifications or changes to the building room layout, occupancy amount, building use or classification, building compass orientation, building geometry and building envelope components (materials, types, and sizes), and must communicated those to the original HVAC designer. HVAC Contractor should red -line sketch on these HVAC drawings any proposed field changes to be made during construction and submit the "as -built red -line sketch" to the original HVAC designer for review and redesign prior to any HVAC installation. Alternate air distribution systems (air duct sizes and air device sizes) must be equal to free area of the listed size shown; do not exceed a 3:1 aspect ratio on alternate sizes. HVAC Contractor must provide a copy of the HVAC drawings, HVAC calculations (ACCA MJ8, S, D, T, ZR) and Energy Code forms to the building owner for approval and perform the "building owner survey" as shown in MJ8, Appendix 1, to discuss desired indoor temperatures, air filtration, indoor air quality, year round moisture control, health issues that require special indoor conditions, interior mounted heat producing equipment (both latent and sensible heat outputs), occupancy amounts above code maximums and any information not shown on the "Total Building Summary Loads" page shown within these drawings. CODE REFERENCE SECTIONS: These HVAC drawings comply with the Florida Building Codes 7th Edition (12/31/2020 - 12/30/2023) sections FBC101.4.2, FBC101.4.6, FBC105.3.1.2, FBC107.3.5 "Mechanical" Plan review criteria. Florida Building Code sections are referenced on the HVAC Drawings for the HVAC Contractor and Code Officials. HVAC Contractor should reference the code sections prior to fabrication or installation of any HVAC system component. These HVAC drawings are not intended to show exact detail of every item required to meet the code requirements, view the HVAC isometric details and general notes for code section compliance references. The proposed duct routing shown is general in nature, field conditions and building structure may dictate the exact mounting configuration of the HVAC system(s), the HVAC Contractor may provide alternate HVAC construction documents. 1) HVAC installation must comply with the 7th edition Florida Building Codes, Energy Conservation Codes, and Mechanical Codes effective 12/31/2020. Obtain all required permits and inspections per code sections FBC105, FBC107 and FBC110. 2) Ventilation air provided per FBC1203, FMC401.2 and FEC403.6. This design includes mechanically controlled ventilation air for buildings that contain a semi tight envelope and a forced air duct system. Building interior pressurization is accomplished by a ventilation air duct, manual air volume control damper and motorized damper. In cases when the ventilation rate is satisfied by the building infiltration rate, no ventilation air duct is shown. Ventilation rates may also be satisfied using properly sized windows to the outdoors per FBC1203.5 that are manually operated by the occupant. For large buildings with few occupants, the building envelope infiltration rate may satisfy the minimum ventilation rate required. For small buildings with many occupants, the required ventilation air duct is routed to an approved exterior location, view "Total Building Summary Loads" page and hvac equipment schedules for ventilation or infiltration rates. A blower door test per FEC402.4.1.2 must be performed post construction to quantify the building's ACH50 tested leakage rate. ACH50 test results less than 3.0 require mechanically induced ventilation air. The ventilation air motorized damper is dual controlled by both "run-time" and "manually on" control cycles, HVAC Contractor may also provide a fan cycler to provide ventilation air during part -load conditions. Interlock the ventilation air damper motor with the air handler fan motor for "run time" cycling during heating or cooling. Use thermostat "fan on" to provide ventilation air only when the outdoor conditions are favorable (low temperature and low humidity). HVAC options page for dedicated ventilating dehumidifier equipment interlocked with the ventilation air damper motor for year-round controlled ventilation and dehumidification. 3) Coordinate location of all HVAC equipment, piping, ducts, fans, air devices and building envelope penetrations with the General Contractor and building owner. Proposed HVAC air devices are shown in the ideal location per Manual T room air device selection procedure, coordinate air device locations to allow for room smoke detector clearances and the building owners desired location. HVAC Contractor must field verify clearances and accessibility prior to fabrication or installation of the HVAC components. Protect the building structure per FMC302. Provide accessibility for elevated equipment per FMC306.5. Fabricate and install HVAC system components per FMC304 and FRBCM1307, the product manufacturer's envelope penetration detail, FBC107.3.5 and wind data for wall and roof penetrations. HVAC equipment manufacturer's installation instructions, HVAC equipment expanded capacity ratings and AHRI certification must be available on the construction site at time of code official inspections per FBC110. 4) All exterior building penetrations and exterior mounted HVAC equipment, wall vent caps, roof vent caps, intake air vents, relief air caps, etc. must comply with FBC1609 wind loads. HVAC Contractor must supply code approved engineered product or equipment test information for attachment to the building envelope component. A structural engineer's sealed drawing detail may be required for exterior equipment mounted above ground level per FBC1510.10. This HVAC design does not provide structural, equipment, or hood tie -down details. View structural engineer's drawings and details for equipment support and tie -down information when equipment manufacturers engineered data does meet code compliance. 5) All duct sizes shown on the HVAC drawings are clear interior "free area" duct dimensions based on FMC603.2 Manual D duct design. Add 3" to listed sizes for R-6 exterior duct dimensions or add 4" to listed sizes for R-8 exterior duct dimensions. Fiberglass duct board installed inside the building envelope is equal to Knauf 1.5", R-6, fabricate and install per SMACNA standards. Flexible ducts installed inside the building envelope [unvented attics, unvented floors, basements, etc.] are equal to Atco 36 series R-6 class one air duct not limited in length per FMC603.6.1.1. Use R-8 ducts as required by Manual J v2.5 Section 1 for ducts mounted exterior of the building envelope [vented attics, under vented floors, garage, outdoors, etc.]. For Prescriptive energy compliance method 402 using form FEC402-2020, use R-8 ducts when installed exterior to the building envelope as required by FEC403.3.1. For Performance energy compliance method 405, R-6 ducts may be shown to comply, but MJ8 recommends a minimum of R-8 for ducts mounted outside the building envelope as calculated in this design. Construct all ducts per manufacturer's installation instructions and SMACNA standards for a maximum 1 I.W.C. Suspend and support the ducts from the building structure per FMC603. Use 26-gauge sheet metal or verify local code compliance for use of rigid foil face fiberglass duct board for penetrations of private garages per FMC603.7 and protect ducts per FMC607. Mastic seal all ducts installed outside the building's thermal envelope per UL-181 and FMC603.9. Provide accessible air volume control dampers in branch ducts per FMC603.18 and MJ8. General exhaust ducts used for exhaust fan duct, clothes dryer duct, make up air duct, and residential cooking appliance duct up to 14" in diameter (or equal free area in rectangular) are constructed from 28-gauge sheet metal "snap lock pipe", use SMACNA standards for required gauge of larger metal ducts or other duct types, mastic seal ducts per table FMC603.9. View FRBC Table M1506.2 for exhaust air duct sizing restrictions. Use flexible air ducts or 28-gauge sheet metal "snap lock pipe" for ventilation air ducts, verify approved duct type with local code official. Mandatory test of new air ducts greater than 39 linear feet required by energy code compliance method 402 as required by FEC403.3.3. 6) Provide a condensate drain piping system for HVAC cooling equipment per FMC307 and a refrigerant piping system for split system HVAC equipment per FMC1107. Extend condensate drain discharge 12" minimum from the building exterior wall, discharge to grass or other approved location; a condensate drywell may be required. Provide properly sloped piping and supports for condensate drain lines and support of properly sized refrigerant piping per FMC305. Insulate piping to R-3 when required by FEC403.4 and protect per FEC 403.4.1. 7) Provide a balanced return air system per FMC601.6. Enclosable rooms require a 1" undercut on the interior door, allowing about 30 cfm of air relief per 30" wide door, pressure differentials across the restricted room can't exceed .01 inch w.g. Enclosed habitable spaces require door undercut plus a means for air transfer or ducted return air. Enclosed habitable rooms located on the building exterior envelope should be balanced slightly positive. Size ducted transfer air ducts free area 1.5 times larger than the supply air delivered to the enclosed room(s). Size direct transfer air (through wall or door) grilles at 50 square inches of grille free area per 100 cfm of transfer air. 8) Attic mounted HVAC equipment must contain a shut off device to alert the home owner if the primary condensate drain line is not working properly. Using 16-point bold text, post a "notice to home owner" on the electrical service panel alerting the home owner that the HVAC air handler is located in the attic space, view FEC403.3.6 for full compliance description and "notice to home owner" language required. Provide an air sealed and insulated attic access panel that completes the building envelope for hot vented attics, access deck for HVAC equipment service, attic light fixture with switch and an electrical receptacle. 9) This design complies with climate zones 1A and 2A of the Florida energy conservation code design conditions FEC302, 72-degree heating set point and 75-degree cooling set point. Compliance demonstration is provided by energy conservation code form R402 Prescriptive or R405 Performance depending on construction type. The building envelope details are shown on the HVAC drawings ("Total Building Summary Loads") as required by FEC303.1. HVAC demand calculations and HVAC equipment capacity selection per section FEC403.7.1.1 and FEC403.7.1.2. Air distribution thermal insulation layer as required by FEC403.3.1 and FEC405.5.2, duct air sealing as required by FEC403.3.2, refrigerant and condensate drain piping insulation per FEC403.4 and HVAC equipment controls per FEC403.1. 10) Upon completion of the HVAC system installation, test HVAC equipment operating capacities in accordance with Manual J section 10-8 for both cooling and heating to verify the equipment performance matches the expanded capacities listed by the manufacturer. Verify the air handler total air flow CFM matches the HVAC equipment schedule or demand calculation minimum system airflow rate. No duct system is self -balancing; adjust each room's branch duct(s) air volume control damper to achieve the listed air flow CFM values shown on the HVAC drawings or as needed to meet the building owner's desire. Use the air device volume damper for the final 10% of air balance to avoid noise at the air device face. Room air flow balance for buildings with concealed ducts can be accomplished during the "rough in" stage of construction prior to concealment of ducts. With the building air barrier fully intact and a balanced return air path present, install and operate the air handler to adjust air flow CFM per branch duct. Use a self -compensating air flow hood for airflow measurements perform air balance procedure in accordance with Manual J 10-8. When required b code provide he air balance report h it p p q y , p t ba a epo t to the building owner, HVAC Designer and code officials. 11) HVAC equipment sequence of operation: The thermostat is set to "auto" mode and will monitor the conditioned space temperature to provide heating, cooling, or ventilation air when required. Upon a call for heating, the air handler fan interlock will open the ventilation air duct, operate the air handler fan and heat pump condenser (or electric heat strip) until the space conditions are satisfied. Energy code section FEC302 sets a 72-de ree thermostat setting during the heating season. Upon a call for cooling, the air handler fan interlock will open the ventilation air d ra h -r educt, operate tot a al handler fan and condenser until the space conditions 9 9 9 g P gr Pp P are satisfied. Energy code section FEC302 sets a 75-de ree thermostat setting during the cooling season. During f v rable outdoor conditions (low temperature and low humidity) the thermostat may be set to "fan on" for continuous indoor air circulation and introduction of ventilation air. HVAC installer must set the programmable thermostat to provide heating up to 70-degrees and cooling down to 78-degrees to meet energy code compliance section FEC403.1.2. Do not overcool the conditioned space (overcooling is defined as a temperature lower than the dew point temperaturef hconditioned p p ( g p po o the space). Most building interiors can easily reach damaging dew point temperatures during part load conditions if overcooled. Overcooling a building successfully requires specialized dehumidification equipment capable of independent controlled latent heat removal; view dedicated ventilating dehumidifier on HVAC options drawing. E 0 O >+ C 0 -aa -p 0 C O C C =L_ y y *' C - 0 O Z O U ~ a) c0 EV >,m0 a)O,a O , 0O R 5, to D+UX Mco Q L (DL =w 3 A C M CL E O C = 4)tt V r- a0. !L d 1-M C M = 0 , 4) 0 C t�'. Ell, , � 5'- 0" - SCALE 1 /4"-19-091 36r'x24" ARCH D Print these Documents in CO OR W Z ce) co RT T O O CC 00 66 CC M M r- r- r- r- CV O O T r- In M O O M N C?LJL WWI T r- T r .� i 0 C V V A70 = CM U) >_ i IZ O a11Nr-CC W to � ;_: (' 2w Q NLL Q ZOF_U)0 J VOVpcv W Q � W W n OUw00 - U Z Z IM W H N a�0ow aaZ O Q U� U Orientation 'No,in. 0 �rul, Mt I PERMIT SET DRAWING DATE 3/29/2021 HVAC DRAWING 1 OF 3 contractor Typical: All Interior E 1f Doors are 1" Undercut (Up to 30 CFM - FMC 601.6) RIM Air Handler May Be Re -Configured for Structure r Bath \ I �3Illy r r ♦ 1 ►♦♦4e 1 ; I � ..� 11 1 1 1�♦V ►. ♦♦ ♦S, ♦♦ ♦ ♦ r♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦ ,, ♦ ♦♦s ♦ ♦♦♦♦♦♦♦♦♦ , ♦♦♦1♦♦� ml B I i M Bath C.U.D106Ct♦IECT ------------------- S8,6",74 CFM,Reg:10x6 14 CU-1 rn L n On Slab EF-1 VTR Exterior Roof Surface Unscreened Roof Cap and Back Draft Damper. Fasten to Structure to Meet up to Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site by the Installing Contractor. Domestic Style Range Hood 7", 28ga Galy. Sheet (<400 CFM) Metal Duct Vented FMC 505 to Exterior Unscreened Wall Cap and Back Draft Damper. Fasten to Structure to Meet up to Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site Domestic Range by the Installing Contractor. May also be Down Flow or Ductless Exterior Wall/Soffit Surface vov N.T.S. Range Exhaust Detail 1 J-X21- 1 LAM Bed2 C I `: 616 SB,6",77 CFM,Reg:10x6 RB,6",55 CFM,Grille:12x12 IV Bed3 SB,6",72 CFM,Reg:10x6 RB,6",50 CFM,Grille:12x12 Exterior Roof Surface Unscreened Roof Cap and Back Draft Damper. Fasten to Structure to Meet up to Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site by the Installing Contractor. Domestic Style Clothes Dryer 4" - 28ga Galy. Sheet Metal Duct (<200 CFM) Review Compliance for Developed Length. FMC 504 Vent to Exterior Wall or Roof. Provide Wall Box or Via Dryer Installation Instructions. Unscreened Wall Cap and Back Draft Damper. Fasten to Structure to Meet up to Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Flexible Transition Instructions are Supplied on Site Duct Connection by the Installing Contractor. by Other(s) - . Exterior Wall/Soffit Surface r�oo N.T.S. Dryer Exhaust Detail T 1 1 SB,7",143 CFM,Reg:10x10 SB,7",143 CFM,Reg:10x10 Living Exterior Roof Surface Screened Roof Cap Fasten to Structure for up to 200 MPH Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site by the Installing Contractor. y .001 General Exhaust Duct Vent to Exterior: Wall or Roof. Ceiling Exhaust FMC 501, 601 & 603 Fan Vented to Building Exterior FMC 501 Screened Wall Cap Fasten to Structure for up to 200 MPH Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site by the Installing Contractor. Integral Backdraft Damper Exterior Wall/Soffit Surface 07W N.T.S. Exhaust Fan Detail rn FRONT PORCH VAI CL6. v1 ,I +it I Jt'I Exterior Roof Surface Screened Roof Cap Fasten to Structure to Meet up to Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site by the Installing Contractor. Ventilation Air Duct Connects to Return Building Ventilation Air Duct Air Plenum Duct and Exterior Approved Location Motorized Ventilation Air koTo Damper. Interlocked with Indoor Air Fan Motor. Screened Wall Cap Fasten to Structure to Meet up to Wind Maximums. Engineered Fastening Detail and Manufacturer's Install Instructions are Supplied on Site by the Installing Contractor. Exterior Wall/Soffit Surface 00% N.T.S. Ventilation Air Detail Reducer Box Trunk andBranch W2 Sizes shown on HVAC Drawing H �. y. Arrow(s) Indicate Airflow - Direction W W 1k Modify To Fit Structure L Trunk to Branch Junction Box Cap Size Equals Outlet Construct, Seal and Suspend from Structurc Trunk Duct Size plus 2" FMC 601, 602, 603 & 604 Truct Duct Size DIMENSIONS - INCHES W H L W2 6 - 12 13 13 18 14,16 17 17 18 118,20 1 21 1 21 1 18 Tri-Box H �i / L Truct Duct Size W I H L 6 - 12 13 13 18 14,16 17 17 18 18,201 21 21 1 18 I r��v N.T.S.I Flex Duct Junction Box Detail Supply/Return Air Duct Trunk or Flex Junction Box Construct; Seal and Suspend from Structure. FMC 601, 603 & 604 Installing Contractor may use this Secondary *Optional* Volume Damper; Provide Access for Adjustment. 4 FMC 603.18 Ceiling Register Box Fasten to Structure with Register Box Rails. May Mount Floor, Wall or Ceiling Structure. Air Device Type may Vary from Shown. FMC 601, 603 & 604 Install Flex Duct with 45 Degree Elbows near the Trunk and Boot Connections. Allow 6" Min. Straight Duct at Boot and Trunk Connections. Duct Bends Shall Maintain a Center Line Radius of not Less than One Duct Diameter. Use U1181 Class 1 FMC 601, 603 & 604 Fasten Register or Grille to Register Box. May Mount Floor, Wall or Ceiling. Provide Primary • Volume Damper and Adjustable Curve Blades. FMC 603.18 & 604 I0,01 N.T.S] Ductboard / Flex Duct Detail Ventilation Air Duct. Supply Air Plenum =--_- Mechanically Fasten See Ventilation Air Detail Note. to Equipment Flange. FMC 401 ot FMC 601, 602, 603 & 604 Air Handling Unit FMC 303, 304 & 306 Return Air Plenum Mechanically Fasten to Equipment Flange 0 High Voltage May Mount Either Side Disconnect Switch or Rear of Air Handler. FMC 601, 602, 603 & 604 Refrigerant Piping and Control Wiring FMC 305 & 1107 Primary Condensate Drain Line, -` Route to Exterior, Dischare 12" Equipment Platform from Building Lined with Ductboard. FMC 305 & 307 Free Area Equal to Duct Flange Connection 6" Above Finished Floor Water Detection Device FMC 307.2.3.1 Floor Wall N.T.S. Vertical Air Handler and Riser Detail Exterior Condensing Unit FMC 303, 304 & 306 Typical Pipe Cover B Wall g Fasten, May Mount Interior High Voltage — Disconnect Switch i Equipment Tie IIII�III Down II I Refrigerant Piping Engineered Fastening and Control Wire Detail and I Routing may Vary Manufacturer's IIIIII FMC 305 & 1107 Installation Instructions IIIII Supplied on Site by IIIIII Installing Contractor I� P 4" Thick Concrete Slab or Code Approved Equal FMC 303 & 304 Grade 3" Below Slab N.T.S. Condenser / Slab Detail E >+ C V 'p cm C a� 0 0 CO 0 ip O ~ 0 0 E U >, 0 10 '0 10 d 4)V 00 fn 0 to >. W NUS imco End Q = W � 3 C E O C C tC CL 0 Cn > E E O O = 0 M V U Z M _I (n �— 5'- 0" -- SCALE 1/4"=1'-0" 36"x24" ARCH D Print these Documents in CO OR TF PIA CM Ct r oo 0 (,O 00 00 OO 00 r- O r O co 99 M NNLJL 0 0 CM T r T •NCM r i C� C V U a00 N M M O R' o a[LNT- X iriaI-":ai N Q Z= UJ . Q 0_J V 0 F_ U) U t;14 LLJQF- 3 00Lu00 F- IV LULU Z Z M -7 00 F. N 0 LLJ FF_ aapa U2 U Orientation North PERMIT SET DRAWING DATE 3/29/2021 HVAC DRAWING 20F3 Pre -Cale Exposure Diagram for Input Data Required on Room -by -Room Heat Load Calculations that Quantifies the HVAC Demands; May Also be Used for Floor Plans with Identical Envelope Components. NOT TO SCALE BUILDING EXPOSURE AND KEY COMPONENTS _ Exterior Wall Interior Wall Knee Wall Gable -End Orientation ® Air Handler Location ® Vent: Exhaust ® Partition Wall I Ceiling/Roof Break Wall Floor Exposure 20S Conditioned Area Condenser Location Vent: Dryer/Range 0 Return Air Devices) Supply Air Device(s) 776 3 Fenestration: WxH 12�6p Overhangs & Offsets ® Ground Reflection Other: Specific I -iA• Wall 16%, Glass 18% b'bhole Building M Roof 9%. AED Excursion 21/0 Ventilation 13% People 9%I Ductwork 23% Equipment 1 1 % Rotation Front Door Supply Sensible Latent Recommended Degrees Faces CFP41 Gain Gain Tons 00 Northeast 450 East 901, Southeast 135" South 1800 Southwest 2250 West 2700 Northwest 3150 North * Indicates highest value of all rotations. 764 19,762 4,671 2.17 648 17,207 4.667 1.89 764 19,760 4,665 2.17 760 19,669 4,672 2.16 774 19,997 41667 2.19 666 17,603 49664 1.93 *775 *20,011 *4,673 *2.19 760 19,669 41672 2.16 i t Building Rotation Hourly Net Gain 8 am 8 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of D a y -ttr- Froat Doorfacgs Northeast Educational Heat Load Exposure Diagram FECC Attached Garage FECC Conditioned Building FECC Appliances FECC HVAC Duct Systems Length N/A Avg. Wall Ht. 9.3938 Allowances SYSTEM # 1 2 3 4 Width Living S.F. 1483 BTU Daily BTUH Avg. GMDD T.S.P. .432 Perimeter Volume 13931 65,507 2729 Duct S.F. S/A 310.6 Height # Bedrooms 3 195 12,312 Duct S.F. R/A 197.7 Area S.F. Infiltration CFM 37 Ventilation CFM 60 R/A Grilles # 4 MJ8 Design City ODT Juris. # Permit Office (Folio / Lot / Other) Construction Type Zephyrhills, Florida 91 611600 Zephyrhills 1.00 New Single Family Variable Capacity HVAC Equipment Lootional For Energy Code Minimum Efficient Equipment See HVAC Page 1 Do Not Use Single Stage, Oversized Equipment. HVAC Equipment Shown is for Variable Capacity Selected in Compliance with Manual S and the Florida Energy Conservation Code Section R403.7.1.3, The Lowest Stage of the Variable Capacity Equipment Can Not Be Oversized by More Than 15%of the Demand Calculations Performed at Design Conditions. HVAC Contractor Must Use Manual D Duct Design to Adjust the Duct System for the Increased Airflow Capacity of Upgraded Equipment. This Equipment Contains a Super Highly Efficient Condensing Unit Capable of Adjusting the Equipment Capacity to Neutralize Demands Beyond the Code Minimum HVAC System Design. Select this Variable Capacity Equipment for Homes that have Adequate Exposure Diversity Excursions Greater than 50%, View Manual J AED Report for Calculated Excursion Percentage. Optional Ventilating Dehumidification Equipment may also be Used. To Neutralize the Variable Building Demands, Variable Equipment Operates Almost Continuously to Provide Enhanced Dehumidification, Filtration and Air Circulation. This Equipment Does Not Decouple the Sensible UPGRADE EQUIPMENT SCHEDULE SPLIT SYSTEM HEAT PUMP AIR HANDLER MARK: AHU-1 UNIT MANUFACTURER: AMERICAN STND UNIT MODEL NUMBER: TAM9AOC36 UNIT DIMEN H/Vil 56.9x23.5x21.8 UNIT WEIGHT: 143 SUPPLY PLENUM SIZE: 20.5x14.35 Lu RETURN PLENUM SIZE: 20.5x17.15 z a MANUAL D DUCT CFM: 1200 = MANUAL D DUCT TSP : CAD / GMDD Q SUPPLY FAN H/P : 1/2 BLDG. VENTILATION CFM: 60 MECHANICAL BLDG. INFILTRATION CFM: 37 NATURAL UNIT PHASE / HERTZ: 1/60 UNIT VOLTAGE: 208 / 240 HEATER KW: 3.6 / 4.8 AHU + HEAT MOP: 25130 CONDENSER MARK: CU-1 w NOMINAL A/C TONS: 3 (25-100%) Z Z UNIT MODEL NUMBER: 4A6VO036 p UNIT VOLTAGE: 208/230/ 1 / 60 p UNIT MCA / MOP: 26 / 40 rJ UNIT DIMEN H/W/D: 41x37x35 UNIT WEIGHT: 254 COOL / OUTDOOR TEMP: 91 92 93 N TOTAL COOLING KBTUH: 36.6 36.4 36.3 Q SENS. COOLING MAX KBTUH: 28.8 28.7 28.6 Z SENS. COOLING MIN KBTUH: 7.2 7.2 7.2 g LAT. COOLING MAX KBTUH: 7.8 7.7 7.7 SENSIBLE HEAT RATIO: 0.79 0.79 0.79 TOTAL HEATING KBTUH: 33.4 SEER / HSPF: 19.75 / 10 = 95/75at75%SHR:TC,SC,LC 35.0 26.3 1 8.7 a CERT. REFERENCE #: 10093448 THERMOSTAT MODEL: PROGRAM ALTERNATE BRAND EQUIPMENT CAPABLE OF NEUTRALIZING BOTH LATENT AND SENSIBLE w DEMAND'S IS ACCEPTABLE SEE MANUAL J. p VIEW ENERGY FORMS FOR MIN. EFFICIENCIES. Z HVAC CONTRACTOR TO PROVIDE EQUIPMENT a CC TIE DOWN AND INSTALL INSTRUCTIONS + Lu w MATCHED EQUIPMENT AHRI RATINGS ON SITE FOR FIELD INSPECTORS APPROVAL. INFORMATION SHOWN ABOVE IS SUBJECT TO CHANGE / SITE VERIFY EQUIP. DATA PLATE. LOW / HIGH FAN CAPACITY ADJ. (.98 / 1.02) Duct Zoning Control System I Optional Thermal Zone Dampers --- //��. /�`� /U✓�//,.,; �y�}✓///) Air Handling Unit Bypass Air Duct Return Air -- T ------ Thermal Zones This Option is Designed in Accordance with Manual ZR HVAC Zone Design. Zoning Provides Multiple Thermostat Controllers on a Single HVAC System, Controlled by a Control Panel. This Option is Recommended for Every Building Owner who Requires Better Temperature Control, a Lower Operating Cost, Lower Upfront HVAC Cost when Compared to Multiple HVAC Systems. Zoning Provides the Ability to Meet the Thermal Zone Peak Hour Load and for Buildings that Don't have Adequate Exposure Diversity. This Zone Control System is a Minimum Requirement when Serving more than One Level of a Building from a Single HVAC System, for Buildings that have Variable Occupancies or Variable Usage and Occupants who Prefer Different Temperatures Throughout the Building. HVAC Zone Control Systems Can Easily be Added to a Standard "Code Minimum" HVAC System, Providing Up To 30 Thermostats per HVAC System. Zone Control Panels Monitor Each Thermal Zone Temperature and Provides Conditioned Air to Each Thermal Zone of the Building if and When Needed. HVAC Installer Must Install the System in Accordance with Manual ZR. High Efficient Air Filtration I Optional This Option Provides Cleaner Indoor Air Using a 5" Thick Mery 13 Hepa Filter Added To The Standard "Code Minimum" HVAC System. This High Performance Particle Arrestance Filter can Capture Much More and Much Smaller Size Contamination than the Standard 1" Thick Air Filter. Hepa Filters can Better Protect the HVAC Air Handler Coil from Dust and Debris. and Requires Less Maintenance, as Most Buildings Require Just a Yearly Filter Change. When Using a Bipolar Ionization Systems, Use this Option. Dedicated Dehumidification I Optional Air Handling Unit rw Dehumidifier q i Dehumidifier kQlpw Sealed Attic This Option is a Must for Buildings that Require Controlled Year Round Dehumidification and is Recommended for All Buildings in the Southeastern United States. This Dedicated Equipment can be Added to the Standard "Code Minimum" HVAC Duct System for Whole Building Dehumidification within the Conditioned Space. Install the Wall Mounted Dehumidistat in the Conditioned Space Near the Main Thermostat. This Equipment can also be Installed in an Unvented Attic Space with Intake Ducts Mounted High at the Attic Roof Peak; Use a Peak Mounted Dehumidistat for Control. Select a Ventilating Dehumidification System for Buildings that Require Interior Pressurization, Provide Equal Amount of Relief Air from the Building's Conditioned Space. Note that Both the Standard "Code Minimum" Equipment Selection and the Optional Staged Capacity Equipment Selection do not Provide Controlled Year -Round Dehumidification Because the Latent Heat Removal Process is Coupled with the Cooling Cycle on Typical HVAC Equipment. Controlling Moisture Requires Equipment that Monitors and Removes Moisture Without Cooling the Interior Space. Bipolar Ionization System I Optional This Option Provides Both Negative and Positive Oxygen Ions that Neutralize Airborne Pollutants. Used Mery 13 Filter, this Option Uses a Gas Phase Disassociation Process Resulting in Cleaner and Healthier Indoor Air. Reduction of Smoke, Dust, Pollen, Bacteria, Viruses, VOC Gases, Mold Spores and Odors. These Electronic Units Use Very Little Electricity and Mount in the Duct Air Stream. Plasma lar Model PA600 for Residential Use. Germicidal Air Handling Treatment Optional Typical Vertical Air Handler Shown Horizontal Air Handler Similar 1 This Option Provides Ultraviolet Light System(s) that Kill Airborne and Surface Microorganism Contaminants like Mold and Bacteria. www.Freshaireuv.com Model TUV-200Q-I, 4 Light Shown Mounts in the Air Handler for Full Coil Coverage. NOTE: This Drawing Page is Not a Code Requirement. Drawing Page Shows the Demand Calculations Based on an Exposure Diagram for the Thermal Envelope, Input Data and Additional Options and Upgrades that Could be Added to the Code Minimum HVAC System Design. E r, O C i O 5 00 Mtn o 0 Z O o0 G) -0 O CM N O M >, (D NUcc moo atm a 3: =w 3 O r.+ t4 E 1111 CL E O it3 _ > EE �_ c- _ R U ON O M U Z in � cn 5'- 0" SCALE 1/4"=V-0" 36"x24" ARCH D Print these Documents in CO OR W Z M 00 TT TT oo 00 00 66 O O M M r � O O r r � CD Cl O O M C CV U__ W co N N N T T ci T r a @ 7@QCN a0-N cri a: � U, QW N L4. Q ZHcc J -cch0 V�Upcv Q W F- W W ) 0 Z Z OUWOO a � ON W 0aZa a O� U Orientation North PERMIT SET DRAWING DATE 3/29/2021 HVAC DRAWING 30F3 4 �J