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HomeMy WebLinkAbout583310th StPROJECT LOCATION: SUMMARY OF DRAWINGS SHEET No. SHEET NAME DATE REV NO. ISSUED C COVER SHEET GN GENERAL NOTES GC GENERAL CONDITIONS D-1.0 DEMOLITION FLOOR PLAN A-1.0 FLOOR PLAN A-2.0 DETAILS 05/12/19 05/12/19 05/12/19 05/12/19 05/12/19 05/12/19 VICINITY MAP: GENERAL NOTES: EXISTING CONDITIONS SHOWN ON THESE CONTRACT DOCUMENTS ARE BASED ON AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION, FEILD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IF ANY INFORMATION FOUND ON THE CONTRACT DOCUMENTS qD, `mrn" nuel CONFLICTS WITH THE FIELD VERIFIED CONDITIONS. rows nue Lutheran Church y'>rlv�ca Heartland of Zephyd-rlis r ,N Zephyrhills Police m m v IF ANY EXISTING CONDITIONS CONFLICT WITH CODE OF m: i,, ° 4Ch.SAFETY REQUIREMENTS, NOTIFY THE ARCHITECT 8 # Verizon Authorized _ Q UndedStates IMMEDIATELY. mRetailer - Cellular Sales Postal Service '3 ?a,khill T{_rra S2rlt geVi9ta, _ GNmr R NorthAve,Norlh a_: 5833 10th,,ST r! 17, A,i,, X."hAv� COMPLETE CONSTRUCTION DOCUMENTS ARE TO BE {31lie s Barciaih dutiet " ZEPHYRHILLS FL 33542 Zephy`r Christian Church MAINTAINED ON THE PROJECT SITE AT ALL TIMES. THESE I;hh A- CONSTRUCTION DOCUMENTS SHALL HAVE CURRENT 333E hStreel Church ° r astalt „p ''Y"°" ADDENDA, ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS, SUPPLEMENTAL DRAWINGS, ANY APPLICABLE NOTES, -w 0 . , ETC. (31h Ava 4de;t_a;Fhyrl"WS RB �Cc 3 C, { ler�€ntssyS h �l v1111, d l �,` $ DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. if .rf e�,E'tlu'� a 31hA- tCa. i31 r'F'Yt O ]r savior fc. Wheran Church 13th dv =n "TYP." MEANS THE REFERENCE DETAIL SHALL APPLY FOR ° {u'`'A"e {ems�.�i i't? c;h"'-' 7 ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. , t a< Ra v, 1 E`slij [..mmr<f �-141fch SC Y PROVIDE FIRE —RETARDANT TREATED WOOD FOR ALL thA�� 'Xn V¢ �t�AIL 5,,� y 4a WOOD BLOCKING AND NAILERS USED IN CONCEALED fl,Y,f r Zechyrhiils r Y SPACES. S, rs� Public Library _, Avo sort — Catholic Church . w, a THE ARCHITECT DOES NOT HAVE CONSTRUCTION ADMINISTRATION FOR THIS PROJECT NOR DOES THE ARCHITECT HAVE ANY CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF PERMITABLE DOCUMENTS. APPLICABLE CODES ALL CONTRACTORS, SUB -CONTRACTORS AND CONSULTANTS SHALL BE RESPONSIBLE FOR PROFESSIONAL AND PROPER PERFORMANCE OF THEIR WORK, COORDINATION, MEANS AND METHODS, SAFETY AND SECURITY AT THE JOB SITE. BUILDING CODE 2017 FLORIDA BUILDING CODE RESIDENTIAL, 6th CONTRACTOR SHALL VERIFY EXISTING POWER IS EDITION ADEQUATE FOR TENANT REQUIREMENTS. FIRE PREVENTION CODE FLORIDA FIRE PREVENTION CODE, 6th EDITION, 2017 LIFE SAFETY CODE 2015 NFPA 101 ELECTRIC CODE NEC 2014 BUILDING CODE DATA - SCOPE OF PROJECT: THIS SET OF DOCUMENTS DESCRIBES REMODEL TO AN EXISTING 1,407 S.F. RESIDENCE. OCCUPANCY: EXISTING GROUP R, RESIDENTIAL TYPE OF CONSTRUCTION: EXISTING: TYPE II A - UNPROTECTED FIRE PROTECTION SYSTEM: EXISTING: NOT REQUIRED APPROVED PRODUCTS LIST STATE OF FLORIDA: PRODUCT CATEGORY SUB CATEGORY MANUFACTURER INSTALL 75 CFM, MIN. EXHAUST FAN IN ALL TOILET ROOMS, UNO. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY�� ��KS CONSTRUCTION BARRICADES AS REQUIRED. RHAL�� CODES FLORtC„ s trH l'VArlONAL ELECj' Jl®iN CODE, REVAILIN, ALL DEMOLITION WORK SHALL COMPLY WITH O.S.H.A. AND rHEC1ry6TRICOD,.. O® t STANDARDS. ORDINANCES FZEPHILLS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER SHORING AND BRACING AS REQUIRED TO SAFELY EXECUTE ALL WORK. REMOVE ALL DEBRIS AND DISCARD PROPERLY. ANY REMAINING MATERIALS ARE TO BE MADE AWARE TO THE OWNER BEFORE REMOVAL FROM SITE. PATCH AND REPAIR ALL SURFACES, AREAS AND ITEMS REMAINING WHICH ARE DAMAGED OR HAVE BEEN DAMAGED DUE TO MODIFICATIONS. APPROVAL NUMBER (NON—IMPA ` f It , -- ✓ EXPIRATION DATE `k12 WINDOWS SINGLE HUNG WINDOW PGT INDUSTRIES FL 239.9-R24 07-30-20 EXTERIOR DOORS EXTERIOR SWINGING DOOR ASSEMBLY PGT INDUSTRIES FL 253.4-R17 02-24-20 STRUCTURAL COMPONENTS WOOD CONNECTORS SIMPSON STRONG -TIE FL 10456-R4 12-31-19 U Lo z�L0 � LU oc w ■ T I— � C7 U Q. Ll LU I­-WM C z T Uz w Q > ern V) C) }' ..z�Mo Qt�mp i c� J U Lf) LL NO �QLLJ Q0� j w � a- N = cV � Q z F_ U) W `V Iql- L0 oCY) M J J V wzJ U J — Q C_ O r w M w C = n- �00 Lb LU N r Ode ISSUE RECORD REVISION NO./DATE: DESCRIPTION: COVER SHEET JOB No.: 19-023 DWN BY: MA CHK BY: JLM DATE ISSUED: 05.07.19 SHEET NO: COVER SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION 1. 1. 2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION 1. 1. 3. ASTM C270, C476, C270 AND C90 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LATEST EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. THE FLORIDA BUILDING CODE: 6TH EDITION (2017) 1. 2. DESIGN: 1. 2. 1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION 1. 2. 2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION 1. 2. 3. ASTM SPECIFICATIONS FOR MASONRY STRUCTURES 1. 2. 4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION , LATEST EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. NATIONAL FOREST PRODUCTS ASSOCIATION, LATEST EDITION 1. 2. 6. THE FLORIDA BUILDING CODE: 6TH EDITION (2017) 1. 3. GEOMETRIC CONTROL: COMPONENT AND CLADDING PRESSURE ZONES COMPONENTS AND CLADDING WIND PRESSURE CHART COMPONENTS AND CLADDING COMPONENTS AND CLADDING ULTIMATE PRESSURE SCHEDULE ULTIMATE PRESSURE SCHEDULE WALLS, DOORS AND WIND❑WS ROOFS ENCLOSED BUILDING ENCLOSED BUILDING GCpi=+/- 0.18 GCPI=+/- 0,18 (+) INDICATES INWARD; (-) INDICATES (+) INDICATES INWARD; (-) INDICATES OUTWARD OUTWARD NOT WITHIN 4' NOT WITHIN 4' EFFECTIVE AREA OF WITHIN 4' OF NOT WITHIN 4' EFFECTIVE AREA OF WITHIN 4' OF OF CORNER BUT OF CORNER, COMPONENT CORNER OF CORNER COMPONENT CORNER WITHIN 4' OF EAVE OR EAVE OR TRANSITI❑N TRANSITION 0 ,F, < "AREA' < 20 +43,9 -58.8 +43.9 -47.6 OS F S.F. < "AREA' < 20 +25.3 -103.4 +25.3 -69.9 +25.3 -26.8 SF.20S,F, < "AREA' < 30 +42,0 -54.7 +42.0 -45.8 20S.F, < 'AREA" < 30 +23.1 -96.7 +23,1 -64,4 +23.1 -25.7 S,F, S.F, 30 S,F, < 'AREA' < +40,9 -52,5 +40,9 -44.6 30 S.F. < 'AREA' < 40 -92.6 +21.6 -61,0 +21.6 -24.9 40 S.F. S.F.+21.6 40 S.F. < 'AREA' < +39,8 -51,0 +39,8 -43,5 40 S.F, < 'AREA' < 50 +20,8 -90,0 +20,8 -58.8 +20,8 -24,6 50 S,F, S.F 50 S.F. < 'AREA" < +39.4 -49,5 +39;4 -43,2 50 S.F, < 'AREA' < 75 +20.1 -87,8 +20,1 -56,9 +20,1 -24,2 75 S,F. S F 75 S.F. < AREA < 100 +38.3 -47,2 +38.3 -42,0 75 S,F, < AREA < 100 +18.6 -83.7 +18,6 -53,6 +18.6 -23A ,F, S S,F, 100 S.F. < "AREA' < +37,2 -45.8 +37.2 -40,9 100 S.F. < 'AREA' < +17.9 -81.1 +17,9 -51,3 +17,9 -23A 125 S.F. 125 S.F. 125 S,F, < 'AREA' < +36.8 -44.3 +36.8 -40.5 125 S.F. < 'AREA' < 17,9 -81A 17.9 -5L3 17.9 -23A 150 S,F. 150 S.F. 'AREA' > 150 S.F. +36A -432 i +36.1 -39.8 'AREA' > 150 S.F. +173 -81.1 1 +17.9 -51,3 1 +17.9 -23.1 ALL BUILDING ELEMENTS EXPOSED TO WIND SHALL BE INSTALLED PER MANUFACTURER'S NOTES; INSTRUCTIONS TO RESIST THE WIND PRESSURES INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION, WIND LOADS ABOVE ARE ULTIMATE LOADS, USE ULTIMATE WIND PRESSURE W/ ASCE7-10 LOAD C❑MBINATI❑NS, MULTIPLY LOADS BY 016 TO ❑BTAIN NOMINAL LOADS, 1. 3. 1. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD 1988). SURVEY INFORMATION PROVIDED BY OWNER/CONTRACTOR. 1. 4. SHOP DRAWINGS: 3. DESIGN METHOD 1. 4. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 3. 1. LOAD FACTOR DESIGN: 1. 4. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN 1. 4. 3. ALL ITEMS IDENTIFIED OR INTENDED TO BE DESIGNED BY OTHERS REQUIRE SHOP CAST -IN -PLACE CONCRETE SLABS, BEAMS, COLUMNS & FOOTINGS DRAWINGS TO BE SIGNED AND SEALED AND SHALL INCLUDE ; DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, LIFTING 3. 2. SERVICE LOAD DESIGN: LOCATIONS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. DESIGN LOADS 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN 2, MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UP LIFT 2.1. DEAD LOADS 3.3. LOAD FACTORS AND COMBINATIONS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK 55 PSF TOTAL DL + FLOOR LL + ROOF LL 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD 20 PSF TOTAL DL + FLOOR LL + WL 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS 8 PSF TOTAL DL + WL 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS 12 PSF 2. 1. 7. 2ND FLOOR SELF WEIGHT : 8 PSF 3. 3. 2. IN THE CASE OF WIND LOADS, AN ALLOWABLE OVER STRESS OF 125% CAN BE 2. 1. 8. 2ND FLOOR SUPERIMPOSED LOAD 20 PSF CONSIDERED. 2. 1. 9. ROOF SELF WEIGHT : 20 PSF 2. 1. 10. ROOF SUPERIMPOSED LOAD 20 PSF 3. 3. 3. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD 2. 1. 11. FLOOR TRUSS COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH TOP CHORD MINIMUM 25 PSF PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. BOTTOM CHORD MINIMUM 2. 1. 12, ROOF TRUSS 5 PSF 3.4. DESIGN ASSUMPTIONS: TOP CHORD MINIMUM 15 PSF BOTTOM CHORD MINIMUM 10 PSF 2.2. LIVE LOADS: 3. 4. 1. FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE BEARING CAPACITY OF 2000 PSF ON UNDISTURBED SOIL OR ROCK. A REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY ACTUAL CONDITIONS PRIOR TO PLACEMENT OF THE FOOTING. IF THE FOUNDATION IS ON PREPARED FILL, THE REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY SUITABILITY OF 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD 200 PSF FILL FOR USE AND ITS FOUNDATION BEARING CAPACITY. 2. 2. 2. GARAGE LOADS 50 PSF 2. 2. 3. CORRIDORS AND BATHROOMS 100 PSF 3. 4. 2. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS 2. 2. 4. PARTITIONED ROOMS 100 PSF SHOWN OTHERWISE IN THE DESIGN PLANS. 2. 2. 5. BALCONY AND DECKS 40 PSF 2. 2. 6. STAIRWAYS AND LANDINGS : 2. 2. 7. ROOF: 120 PSF 20 PSF 4 MATERIALS 2.4. WIND LOADS: , 4. 1. REINFORCING STEEL: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE ASCE 7-10, 142 MPH WIND ULTIMATE, 109 MPH NOMINAL. 2. 5. THERMAL FORCES: 4 1 1 REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, fly = 40 Ksi UNLESS OTHERWISE 4. 1. 2. REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE 2. 5. 1. SEASONAL VARIATION FOR DESIGN AND CONSTRUCTION NOTED. MEDIAN TEMPERATURE 70 F TEMPERATURE RISE 25 F 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE TEMPERATURE FALL 35 F OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 2. 5. 2. MEDIAN RELATIVE HUMIDITY 75% 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 2. 6. CREEP AND SHRINKAGE: 4. 1, 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 2. 6. 1. ALL LOSSES IN ACCORDANCE WITH ACI 318, LATEST EDITION 2. 7. SEISMIC LOADS: 2. 7. 1. SEISMIC PERFORMANCE CATEGORY "A" 2. 8. DESIGN WIND SPEEDS: 2. 8. 1. COMPONENTS AND CLADDING NET PRESSURE COEFFICIENTS ARE IN ACCORDANCE WITH TABLE 1609.6.2 (1) AND TABLE 1609.6.2 (2). 2. 8. 2. GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B, TABLE 1609.7 (1). 2. 8. 3• ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, TABLE 1609.7 (2). 2017 FLORIDA BUILDING CODE, 6TH EDITION ASCE 7 BASIC WIND SPEED (3 SEC GUSTS) = V (ult) =140 MPH, V(osd) = 108 MPH TYPE OF DESIGN: ENCLOSED COMPONENTS AND CLADDING: SEE INDIVIDUAL ITEMS ROOF ANGLE: WORST CASE DISCLAIMER THE CLIENT UNDERSTANDS THAT THERE IS NO LIABILITY INSURANCE OUTSIDE CONTRACT LIMITS THAT CAN BE CLAIMED PER THIS PROJECT AND AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE ARCHITECT FROM ALL CLAIMS, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES ARISING OUT OF OR RESULTING FROM THE DRAWINGS. IN THE EVENT ERRORS OCCUR, THE ARCHITECT WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION FOR THIS PROJECT. 4. 1. 6. DESIGN COVER REQUIREMENTS : C-1-P CONCRETE FORMED AGAINST EARTH 3" C-I-P CONCRETE EXPOSED TO EXTERIOR 2" C-I-P CONCRETE NOT EXPOSED 1 1 /2" GROUT FILLED MASONRY : 3/4" PRE STRESSED CONCRETE LINTELS 1 1/2" PRE CAST GROUT FILLED LINTELS 1 1 /2" 4. 2. CONCRETE: 4. 2. 1 4. 2. 2. 4. 2. 3. 4. 2. 4. 4. 2. 5. C-I-P CONCRETE C-I-P GROUT PRE CAST CONCRETE LINTELS PRE STRESSED CONCRETE LINTELS MIN. 28 DAY DESIGN (f'c) MODULUS OF ELASTICITY DESIGN (E) 3,000 Psi 3,122 Ksi 2,000 Psi 2,500 Ksi 3,000 Psi 4,000 Ksi 5,000 Psi 3,200 Ksi CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE ACI SPECIFICATIONS FOR ADDITIONAL CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE ACI, ASTM SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES AND GUIDELINES AT THE ENGINEERS DIRECTION. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS AS STATED. 4. 3. STRUCTURAL LUMBER WIND INFORMATION BUILDING RISK CATEGORY: 4. 4. 1. INTERIOR FRAMING 2x(4) EXTERIOR FRAMING 2x(6 AND 8) FLOOR FRAMING 2x(8 AND 10) MAXIMUM DESIGN VALUES MODULUS OF ELASTICITY (E) BENDING f'b TENSION ft SHEAR TV) 1,500 Psi 825 Psi 90 Psi 1,600 Ksi 1,200 Psi 650 Psi 90 Psi 1,600 Ksi 1,300 Psi 725 Psi 90 Psi 1,700 Ksi BASIS OF DESIGN WIND SPEED 138 MPH - 3 SECOND GUST EXPOSURE CATEGORY (A, B, OR C): "B" WINDBORNE DEBRIS REGION REQUIREMENTS: YES A. PLYWOOD SHUTTERS IN ACCORDANCE w/ 1626 OF F.B.C. B. SAFETY GLASS IN ACCORDANCE w/ 1626 OF F.B.C. C. ROLL DOWN SHUTTERS IN ACCORDANCE w/ 1626 OF F.B.C. D. OPEN DESIGN N/A E NOT RE UURED Q N /A INTERNAL PRESSURE COEFFICIENT: ♦/- 0.18 TABLE VALUES ARE MINIMUMS AND ARE BASED ON SOUTHERN PINE No. 2 GRADE. 1. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTALLATION. 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL CONFORM TO VOLUNTARY INTSRUCTIONS BEFORE APPLYING CONC. ROOF TILES VALLEY LININGS OF THE FOLLOWING PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 3. TYPES SHALL BE PERMITTED. 4. 4. 3, ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR 2. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING WALLS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA SHALL BE AT LEAST 16 INCHES (406 MM) WIDE AND OF ANY OF THE RATED SHEATHING EXP 1 OR 2. CORROSION -RESISTANT METALS. , 4. 4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR SECTION 3. FOR OPEN VALLEYS (VALLEY LINING IF TWO PILES OF MINERAL SURFACES ROLL ROOFING PROPERTIES. SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MM) AND THE TOP 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION AND IN CONTACT LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE. WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LININGS SHALL 4. 4. 6. PRESSURE TREATED STRUCTURAL LUMBER IS NOT TO BE USED FOR ANY INTERIOR BE ONE OF THE FOLLOWING: FRAMING. A. BOTH TYPES 1 AND 2 ABOVE COMBINED 4.4. FASTENERS AND TIE DOWNS: B. ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE (914 MM) AND COMPLYING WITH ASTM D 224. 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : C. SPECIALITY UNDERLAYMENT AT LEAST 36 INCHES (914 MM) WIDE AND COMPLYING WITH ASTM D 1470. SHAPES, ANGLES, CHANNELS : ASTM A36 Fy = 36 Ksi ROUND METAL PIPE : ASTM A53, GRADE B Fy = 35 Ksi WINDOWS AND DOORS. SQUARE METAL TUBING • ASTM A500 GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS : ASTM A325 MACHINE BOLTS : GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : ASTM A446 OR ASTM A526 Fy = 33 Ksi WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525. 4. 5. 3. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS 8d = 0.131 ", 10d = 0.148", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AS A MINIMUM. 4. 5. 6. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS. A 90° HOOK SHOWN STANDARD HOOK FOR REINFORCING BAR MIN. up _l LAP SPLICE RECOMMENDED END HOOKS AND LAP LENGTHS BAR 180' HOOK 90' HOOK HOOK LAP SIZE A A R Lb #3 5" 6" 1" 18" #4 6" 8" 1-1/2" 24" #5 7" loll 2" 30" #6 8" 12" 2-1/4" 36" #7 10" 14" 2-1/2" 42" #8 11" 16" 3" 48" #9 15" 19" 4-3/4" 55" #10 17" 22" 5-1/2" 61" STEEL LAP AND BEND DTL. N TS LINTEL TYPE - A <:.4 LINTEL TYPE - B SPAN 3'-0" THRU 6'-0" SPAN 6'-0" THRU 18'-0" LINE OF REINF. STL. 8" MIN. BEARING (TYP.) LINTEL SCHEDULE LINTEL TYPE BAR SIZE BAR QNTY. LINTEL SIZE TYPE - A TYPE - B # 5 # 5 2 4 8" x 8" 8" x 16" 8" MIN. BEARING (TYP.) J LINTEL SCHEDULE & REINF. NTS GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL LOCAL BUILDING CODES 2. PRE -ENGINEERING ROOF TRUSSES SHALL BE DESIGNED TO MEET 145 MPH WIND UPLIFT CRITERIA. WIND UPLIFT CRITERIA BY A FLORIDA REGISTERED ENGINEER. 3. CONCRETE SHALL REACH DESIGN STRENGTH WITHIN 28 DAYS OF PLACEMENT. SLAB ON GRADE CONCRETE SHALL BE CHEMICALLY CURED WITH MATERIAL COMPATIBLE WITH FLOORING ADHESIVE. 4. ALL STRUCTURAL LUMBER SHALL BE NO.-1 SOUTHERN YELLOW PINE KILN DRIED. ALL WD. IN CONTACT WITH CONC. SHALL BE TREATED WITH WOOD PRESERVATIVE, ALL DIMENSIONAL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 5. ROOF DECKING SHALL BE INSTALLED IN T & G CONFIGURATION & SHALL BE NAILED @ 6" O.C. © EDGES & 12" O.C. INTERMEDIATE AREA NAILS SHALL BE 10d COMMON DEFORMED SHANK. PERIMETER EDGE FLASHING SHALL BE PAINTED GALV. 20 GA MTL. MIN. LAP @ ROOF SHALL BE 3" - NAILED © 6" O.C. & SET IN MASTIC. 6. DECK DESIGNS TO COMPLY WITH FBC, SECTION R502, WOOD FLOOR FRAMING, R502.1.4 DECKS: WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS AS APPLICABLE. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. 7. HAZARDOUS GLAZING TO COMPLY WITH FBC, SECTION R308, GLAZING, R308.1 IDENTIFICATION: EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS OR GLAZING MATERIAL. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S LABEL, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. THE SAFETY GLAZING LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC -FIRED, LASER ETCHED, EMBOSSED, OR BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. LAMINATE GLASS, OTHER THAN USED FOR SAFETY GLAZING, SHALL BE PERMANENTLY IDENTIFIED AS PER THIS SECTION, DESIGNATING LAMINATOR, OVERALL GLASS THICKNESS AND TRADE NAME OF INTERLAYER. 1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED PRIOR TO INSTALLATION IN ACCORDANCE WITH ANSI/AMMA/NWDA 101 / IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE WITH CHAPTER 17 OF THE FLORIDA BUILDING CODE. 2, ALL DOORS & WINDOWS SHALL COMPLY WITH F.B.C. WIND LOAD REQUIREMENT - 142 MPH 3. ALL GLASS DOORS TO BE TEMPERED GLAZING. 4. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF A BATHTUB, SHOWER, SPA, ETC., SHALL BE SAFETY GLAZED. 5. PERIMETER EXTERIOR SEALANT TO BE DOW 795 SILICONE SEALANT OR APPROVED EQUAL; VERIFY COMPATIBILTIY OF SEALANT WIHT ADJACENT SUBSTRATES PRIOR TO INSTALLATION 6. ALL DOORS AND WINDOW TO FBC NOA COMPLIANT FOR WIND LOAD INDICATED. FASTNER SPACING AND SIZE SHALL BE IN ACCORDANCE WITH THE MFG.'S FBC APPROVED NOA. 7. WINDOW AND DOOR FRAMES SHALL BE PAINTED WITH PPG KYNAR PAINT SYSTEM COMPLYING WITH AAMA 2605, OR APPROVED EQUAL. COLOR TO BE BONE WHITE OR BY OWNER. WINDOW ANCHORAGE REQUIREMENTS: 1. EXTERIOR WINDOWS AND DOORS - WHERE BUCK THICKNESS IS 1-1/2 INCHES OR LESS, THE BUCK SHALL BE ATTACHED WITH FASTENERS THROUGH TO JAMB AND SECURED DIRECTLY TO THE STRUCTURE; MINIMUM EMBEDMENT INTO STRUCTURE IS 1-3/4", OR AS REQUIRED BY MFG.'S FBC APPROVED NOA CRITERIA FOR THE WIND LOADS INDICATED AND AS REQUIRED BY LOCAL BUILDING CODES. TYPE OF ROOF SYSTEM: MANUFACTURER: OWEN CORNING -GAF OR EQUAL MANUFACTURER NO.: TIMBERLINE HD UL 790 CLASS A FASTENING REQUIREMENTS: PER MANF. REQUIREMENTS WIND RESISTANCE RATING: 130-MPH or AS SPECIFIED FLASHING REQUIREMENTS: WEATHER LOCK -G ( MIN.) 55 mil. THCK. THIS PRODUCT HAS BEEN REVIEWED BY THE ARCHITECT IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (F.B.C.), 6th EDITION. BASED ON THE MANUF.'S PUBLISHED LITERATURE DATED 1-2 / 12 /2017 , AND IF PROPERLY INSTALLED, THE ROOFING MATERIALS SHALL COMPLY WITH THE F.B.C. WIND CRITERIA REQUIRED FOR THE BUILDING SITE. ROOF SYSTEM INSTALLATION TO BE COMPLIANT WITH FBC-APPROVED NOA. TERMITE PROTECTION TO COMPLY WITH FBC, SECTION R318: 1. A WEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES TO BE POSTED AFTER EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. A COPY OF THE CERTIFICATE IS TO BE PROVIDED FOR THE PERSON THE PERMIT IS ISSUED TO, AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. 2. TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT, THE TERMITE CERTIFICATE SHALL 1) INDICATE THE PRODUCT USED, 2) IDENTITY OF THE APPLICATOR, 3) TIME AND DATE OF THE TREATMENT, 4) SITE LOCATION, 5) AREA TREATED, 6) CHEMICAL USED, AND 7) PERCENT CONCENTRATION AND NUMBER OF GALLONS USED. 3, IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 5. INITIAL TERMITE CHEMICAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 6. SOIL DISTURBED AFTER THE INITIAL TERMITE CHEMICAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 7. ALL VAPOR BARRIER JOINTS MUST BE TAPED, CONTINUOUS WITH DUCT TAPE, AND VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TERMITE CHEMICAL TREATMENT IS APPLIED. TERMITE CHEMICAL SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 9. AN EXTERIOR VERTICAL TERMITE CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. 10, ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TERMITE CHEMICAL TREATMENT. ll. A CERTIFICATE OF COMPLIANCE MUST BE PREPARED BY A LICENSED TERMITE TREATMENT APPLICATOR AND IS TO BE ISSUED TO THE BUILDING DEPARTMENT BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 12, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-O" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 13.NO WOOD VEGETATION STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF THE BUILDING. 14. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-O" AWAY FROM THE BUILDING SIDEWALLS, OR PRECAST SPLASH BLOCKS MUST BE INSTALLED AS INDICATED ON THE CONTRACRT DOCUMENTS. 15.IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN l'-O" OF THE BUILDING SIDEWALLS. I HERE CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH 2O17 FLORIDA BUILDING CODE, 6th EDITION, RESIDENTIAL PER THE DATE OF THESE DOCUMENTS. 05/07 /2019 JEREL MCCANTS, AIA AR94378 (i L-) z I` 0) _ r•I Lo I c: C UW H- W C7 co Z) T U Z 00 a) oC W Q > Lr) V) Q O �ZF-mM < 'll I i c� U ci � p Q Q C) N W W N N c Q n r-1 N z F� U) W `N ql�r L0 o M cy') LL W ZU) W.j O Q �--' -O� = W M WM �- W Lo W N ISSUE RECORD REVISION NO./DATE: DESCRIPTION: GENERAL NOTES JOB No.: 19-023 DWN BY: MA CHK BY: JLM DATE ISSUED: 05.07.19 SHEET NO: GN GENERAL NOTES EXISTING CONDITIONS SHOWN ON THESE CONTRACT DOCUMENTS ARE BASED ON AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION, FEILD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IF ANY INFORMATION FOUND ON THE CONTRACT DOCUMENTS CONFLICTS WITH THE FIELD VERIFIED CONDITIONS. IF ANY EXISTING CONDITIONS CONFLICT WITH CODE OF SAFETY REQUIREMENTS, NOTIFY THE ARCHITECT IMMEDIATELY. COMPLETE CONSTRUCTION DOCUMENTS ARE TO BE MAINTAINED ON THE PROJECT SITE AT ALL TIMES. THESE CONSTRUCTION DOCUMENTS SHALL HAVE CURRENT ADDENDA, ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS, SUPPLEMENTAL DRAWINGS, ANY APPLICABLE NOTES, ETC. DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. "TYP " MEANS THE REFERENCE DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. PROVIDE FIRE -RETARDANT TREATED WOOD FOR ALL WOOD BLOCKING AND NAILERS USED IN CONCEALED SPACES. THE ARCHITECT DOES NOT HAVE CONSTRUCTION ADMINISTRATION FOR THIS PROJECT NOR DOES THE ARCHITECT HAVE ANY CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF PERMITABLE DOCUMENTS. ALL CONTRACTORS, SUB -CONTRACTORS AND CONSULTANTS SHALL BE RESPONSIBLE FOR PROFESSIONAL AND PROPER PERFORMANCE OF THEIR WORK, COORDINATION, MEANS AND METHODS, SAFETY AND SECURITY AT THE JOB SITE. CONTRACTOR SHALL VERIFY EXISTING POWER IS ADEQUATE FOR TENANT REQUIREMENTS. INSTALL 75 CFM EXHAUST FAN IN ALL TOILET ROOMS, UNO. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONSTRUCTION BARRICADES AS REQUIRED. ALL DEMOLITION WORK SHALL COMPLY WITH O.S.H.A. STANDARDS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER SHORING AND BRACING AS REQUIRED TO SAFELY EXECUTE ALL WORK. REMOVE ALL DEBRIS AND DISCARD PROPERLY. ANY REMAINING MATERIALS ARE TO BE MADE AWARE TO THE OWNER BEFORE REMOVAL FROM SITE. PATCH AND REPAIR ALL SURFACES, AREAS AND ITEMS REMAINING WHICH ARE DAMAGED OR HAVE BEEN DAMAGED DUE TO MODIFICATIONS. LIMITATION OF DRAWINGS THESE DRAWINGS DELINEATE THE SCOPE OF THIS PROJECT AND ESTABLISH THE PERFORMANCE STANDARD, WHICH SHALL BE REQUIRED BY THE GENERAL CONTRACTOR. PRIOR TO SUBMITTING BIDS, THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS, EXISTING FACILITIES AND ALL BUILDING STRUCTURES, EXTENT OF WORK TO BE DONE AND ANY OTHER CONDITIONS WHICH MAY AFFECT WORK TO BE DONE, EQUIPMENT (IF APPROPRIATE), MATERIALS AND LABOR REQUIREMENTS UNDER SUPERVISION BY THE CONTRACTOR OF RECORD. IN THE CONTEXT OF INSTALLATION AND OTHER CONSTRUCTION ASPECTS WHERE THESE DRAWINGS MAY NOT BE COMPLETE.THE GENERAL CONTRACTOR MUST SUPPLEMENT THE DRAWINGS WITH FIELD INVESTIGATION NOTES PRIOR TO SUBMITTAL OF BIDS. THE GENERAL CONTRACTOR SHALL ANTICIPATE VARIATIONS OF ROUTINES AND CONSTRUCTION, TO AVOID CONFLICT WITH OTHER TRADES. THIS EXTRA WORK SHALL BE INCLUDED AS PART OF THE REQUIRED WORK AT NO ADDITIONAL COST TO THE OWNER. ALL WORK AND/OR MATERIALS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT SHALL IN NO WAY CAUSE FOR ADDITIONAL COMPENSATION. GENERAL CONDITIONS PAYMENT TERMS: PAYMENT IS SOLELY BASED UPON PERCENT COMPLETE AS DEFINED ABOVE OR JMA, INC. CHARGES INCURRED OF EACH TASK AND NOT THE ACQUISITION OF ANY JURISDICTION APPROVALS OR PERMITS. ARCHITECT AND THE CONSULTANT MEMBERS HAVE THE RIGHT TO STOP ALL WORK AND WILL EXERCISE THAT RIGHT AT ANY TIME IT DEEMS NECESSARY TO OBTAIN PAYMENT FOR OUTSTANDING INVOICES. THE CLIENT WILL HOLD THE ARCHITECT AND CONSULTANT MEMBERS HARMLESS FOR ANY REPERCUSSIONS DUE TO A STOP -WORK DIRECTIVE RESULTING FROM A LACK OF PAYMENT. PAYMENT FOR WORK COMPLETED WILL BE DUE FROM THE OWNER AT THE TIME THE DELIVERABLES ARE SUBMITTED FOR APPROVAL BY THE OWNER REGARDLESS OF WHETHER THE OWNER ELECTS TO PROCEED WITH THE PROJECT OR NOT. OWNER'S RESPONSIBILITY: THE OWNER SHALL FURNISH SURVEYS DESCRIBING PHYSICAL CHARACTERISTICS, LEGAL LIMITATIONS AND UTILITY LOCATIONS FOR THE SITE OF THE PROJECT, AND A WRITTEN LEGAL DESCRIPTION OF THE SITE. THE SURVEYS AND LEGAL INFORMATION SHALL INCLUDE, AS APPLICABLE, GRADES AND LINES OF STREETS, ALLEYS PAVEMENTS AND ADJOINING PROPERTY AND STRUCTURES; ADJACENT DRAINAGE; RIGHTS -OF -WAY, RESTRICTIONS, EASEMENTS, ENCROACHMENTS, ZONING, DEED RESTRICTIONS, BOUNDARIES AND CONTOURS OF THE SITE; LOCATIONS, DIMENSIONS AND NECESSARY DATA PERTAINING TO EXISTING BUILDINGS, OTHER IMPROVEMENTS AND TREES; AND INFORMATION CONCERNING AVAILABLE UTILITY SERVICES AND LINES, BOTH PUBLIC AND PRIVATE, ABOVE AND BELOW GRADE, INCLUDING INVERTS AND DEPTHS. ALL THE INFORMATION ON THE SURVEY SHALL BE REFERENCED TO A PROJECT BENCHMARK. THE ARCHITECT SHALL NOT BE REQUIRED TO FURNISH ANY SERVICE IN ADDITION TO THE PRODUCTION OF THE INSTRUMENTS OF SERVICE OR BE REQUIRED TO RETAIN ITS OWN CONSULTANTS UNLESS SPECIFICALLY AGREED TO HEREIN. ANY AND ALL CONSULTANTS RETAINED FOR THE PURPOSES OF THE PROJECT SHALL ENTER INTO DIRECT CONTRACTUAL OBLIGATION WITH OWNER AND SHALL NOT BE CONSIDERED FOR ANY PURPOSE TO HAVE ANY CONTRACTUAL RELATIONSHIP WITH THE ARCHITECT. THE ARCHITECT WILL COORDINATE AND MANAGE ALL REQUIRED CONSULTANTS FOR COMPLETION OF PROJECT. THE OWNER SHALL FURNISH THE SERVICES OF ADDITIONAL CONSULTANTS INCLUDING BUT NOT LIMITED TO THE SERVICES OF AN ENGINEER WHOM SHALL ACT WITH FINAL AUTHORITY TO AUTHENTICATE AND/OR CERTIFY THE ADDITIONAL SERVICES OF THE CONSULTANTS. REMODELING, REHABILITATION, RENOVATION OR RESTORATION THE ARCHITECTS SERVICES SHALL BE PROVIDED TO ASSIST THE OWNER IN MAKING CHANGES TO AN EXISTING FACILITY FOR WHICH THE OWNER SHALL FURNISH DOCUMENTATION AND INFORMATION UPON WHICH THE ARCHITECT MAY RELY FOR ITS ACCURACY AND COMPLETENESS. THE ARCHITECT SHALL NOT BE REQUIRED TO PERFORM OR TO HAVE OTHERS PERFORM DESTRUCTIVE TESTING OR TO INVESTIGATE CONCEALED OR UNKNOWN CONDITIONS. IN THE EVENT DOCUMENTATION OR INFORMATION FURNISHED BY THE OWNER IS INACCURATE OR INCOMPLETE, ALL RESULTING DAMAGES, LOSSES AND EXPENSES, INCLUDING THE ARCHITECT'S ADDITIONAL SERVICES, SHALL BE BORNE BY THE OWNER. THE OWNER SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, THE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, WHICH ARISE AS A RESULT OF DOCUMENTATION INFORMATION FURNISHED BY THE OWNER. THE OWNER SHALL PROVIDE PROMPT WRITTEN NOTICE TO THE ARCHITECT IF THE OWNER BECOMES AWARE OF ANY FAULT OR DEFECT IN THE PROJECT, INCLUDING ANY ERRORS, OMISSIONS OR INCONSISTENCIES IN THE ARCHITECT'S INSTRUMENTS OF SERVICE. GENERAL CONDITIONS INSTRUMENTS OF SERVICE: DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. UPON EXECUTION OF THIS AGREEMENT, THE ARCHITECT GRANTS TO THE OWNER A NONEXCLUSIVE LICENSE TO REPRODUCE THE DESIGNER'S INSTRUMENTS OF SERVICE SOLELY FOR PURPOSES OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT, PROVIDED THAT THE OWNER SHALL COMPLY WITH ALL OBLIGATIONS, INCLUDING PROMPT PAYMENT OF ALL SUMS WHEN DUE, UNDER THIS AGREEMENT. ANY TERMINATION OF THIS AGREEMENT PRIOR TO COMPLETION OF THE PROJECT SHALL TERMINATE THIS LICENSE. UPON SUCH TERMINATION, THE OWNER SHALL REFRAIN FROM MAKING FURTHER REPRODUCTIONS OF INSTRUMENTS OF SERVICE AND SHALL RETURN TO THE ARCHITECT WITHIN SEVEN DAYS OF TERMINATION ALL ORIGINALS AND REPRODUCTIONS IN THE OWNER'S POSSESSION OR CONTROL. IF AND UPON THE DATE THE ARCHITECT IS ADJUDGED IN DEFAULT OF THIS AGREEMENT, THE FOREGOING LICENSE SHALL BE DEEMED TERMINATED AND REPLACED BY A SECOND, NONEXCLUSIVE LICENSE PERMITTING THE OWNER TO AUTHORIZE OTHER SIMILARLY CREDENTIALED OR ADDITIONS TO THE INSTRUMENTS OF SERVICE SOLELY FOR PURPOSES OF COMPLETING, USING AND MAINTAINING THE PROJECT. THE OWNER SHALL NOT USE THE INSTRUMENTS OF SERVICE FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, UNLESS THE OWNER OBTAINS THE PRIOR WRITTEN AGREEMENT OF THE ARCHITECT. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE AT THE OWNER'S SOLE RISK AND WITHOUT LIABILITY TO THE ARCHITECT. ADDITIONAL SERVICES: ANY ADDITIONAL WORK OUTSIDE THE SCOPE OF THIS AGREEMENT WILL BE CHARGED AT AN HOURLY RATE: $95.00/HR. REIMBURSABLE EXPENSES: COSTS RELATED TO THE PROJECT: ADDITIONAL PRINTS AND COPIES OF DRAWINGS/ DOCUMENTS BEYOND PRESENTATION SET OF 2 COPIES. HANDLING OF PROJECT DOCUMENT (SUCH AS FEDEX, EXPRESS MAIL, OR MESSENGER SERVICES) PRESENTATION BOARDS AND MOUNTING TRAVEL RELATED COSTS OUTSIDE OF DELIVERABLE SUBMISSIONS. PROFESSIONAL LIABILITY: THE PARTIES AGREE THAT ALL DISPUTES BETWEEN THEM WILL BE SUBMITTED TO A MUTUALLY AGREEABLE NEUTRAL MEDIATOR, AS A CONDITION PRECEDENT TO LITIGATION OR OTHER REMEDIES PROVIDED BY LAW. THE FEE AND COSTS OF THE MEDIATOR SHALL BE APPORTIONED EQUALLY BETWEEN THE PARTIES. THE ARCHITECT AND CONSULTANT MEMBERS SHALL NOT BE RESPONSIBLE FOR DELAYS CAUSED BY FACTORS BEYOND ITS REASONABLE CONTROL, INCLUDING BUT NOT LIMITED TO DELAYS CAUSED BY ACTS OF GOD, ACCIDENTS, FAILURE OF ANY GOVERNMENTAL OR OTHER REGULATORY AUTHORITY TO ACT IN A TIMELY MANNER, OR FAILURE OF CLIENT TO FURNISH TIMELY INFORMATION OR TO APPROVE OR DISAPPROVE THE WORK PRODUCTS PROMPTLY. NEITHER PARTY WILL BE LIABLE TO THE OTHER FOR SPECIAL, INCIDENTAL, CONSEQUENTIAL OR PUNITIVE LOSSES OR DAMAGES, INCLUDING BUT NOT LIMITED TO DAMAGES RESULTING FROM DELAY, LOSS OF USE, LOSS OF PROFITS OR REVENUE, OR COST OF CAPITAL ASSOCIATED WITH THIS PROJECT. NEITHER PARTY WILL BE LIABLE TO THE OTHER UNLESS SUIT IS COMMENCED WITHIN TWO YEARS OF THE DATE OF LOSS OR INJURY, OR WITHIN TWO YEARS AFTER THE COMPLETION OF SERVICES, WHICHEVER IS EARLIER. THE ARCHITECT SHALL PERFORM SERVICES AS OUTLINED IN A PROFESSIONAL MANNER. LIMITED LIABILITY WILL BE APPLIED TOWARDS THIS PROJECT UP TO ONE-THIRD THE FINAL AMOUNT AGREED FEE FOR SERVICES IF AFTER JUDGEMENT IN A COURT OF LAW FINDS THE DESIGN TEAM LIABLE AND THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE ARCHITECT FROM ALL CLAIMS, LOSSES AND EXPENSES, INCLUDING ATTORNEY FEES. THE ARCHITECT WILL NOT BE LIABLE FOR COST OF REPAIRS FROM ERRORS AND OMISSIONS NOR DELAY IN CONSTRUCTION FOR THIS PROJECT. PURSUANT TO SECTION 558.0035, FLORIDA STATUTES, THE PARTIES UNDERSTAND AND AGREE THAT ARCHITECT'S EMPLOYEES OR AGENTS MAY NOT BE SUED OR HELD INDIVIDUALLY LIABLE FOR NEGLIGENT PERFORMANCE OF THIS AGREEMENT. GENERAL CONDITIONS THE ARCHITECT AND CONSULTANT MEMBERS SHALL NOT HAVE AUTHORITY OVER THE CONTRACTOR'S WORK OR RESPONSIBILITY FOR METHODS OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR, OR FOR SAFETY PRECAUTIONS INCIDENT TO THE WORK OF THE CONTRACTOR, OR FOR ANY FAILURE OF THE CONTRACTOR TO COMPLY WITH THE CLIENT'S AND/OR JURISDICTIONSRULES, REGULATIONS, ORDINANCES, OR CODES APPLICABLE TO THE CONTRACTOR FURNISHING AND PERFORMING THE WORK. THE PARTIES FURTHER AGREE THAT THE STANDARD OF CARE FOR THE PERFORMANCE UNDER THIS AGREEMENT SHALL BE THAT DUTY AND CARE ASSOCIATED WITH THIS TYPE OF WORK IN THE LOCAL JURISDICTION AND THAT THE PROPER VENUE FOR LITIGATION OF ANY CAUSE OF ACTION HERETO SHALL BE THAT LOCAL COURT OF JURISDICTION OF THE PROJECTS LOCATION. THE SCOPE OF THE ARCHITECT AND CONSULTANT MEMBERS SERVICE HEREUNDER IS STRICTLY LIMITED TO THE SERVICES DESCRIBED IN THE SCOPE OF SERVICES, AND WE SHALL HAVE NO OBLIGATIONS BEYOND SUCH SCOPE. FURTHER, THE ARCHITECT AND CONSULTANT MEMBERS SHALL HAVE NO OBLIGATION TO PERFORM, AND SHALL NOT BE LIABLE FOR ANY INVESTIGATIONS OR INSPECTION RELATING TO THE PROJECT, UNLESS SUCH INVESTIGATIONS OR INSPECTIONS ARE EXPRESSLY PROVIDED IN THIS CONTRACT. THE CLIENT SHALL PAY THE ARCHITECT AND CONSULTANT MEMBERS ADDITIONAL FEES AND REIMBURSABLE FOR WORK REQUIRED FOR THE PROJECT OR FOR SERVICES REQUESTED BY CLIENT, ORAL OR WRITTEN, IF SUCH WORK OR SERVICES ARE NOT EXPRESSLY DESCRIBED IN THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, SERVICES INVOLVING REDESIGN, CHANGE IN SCOPE OF THE PROJECT OR ADDITIONAL WORK OR SERVICES RESULTING FROM DELAYS CAUSED BY OTHER THAN THE ARCHITECT AND CONSULTANT MEMBERS. CONSTRUCTION PHASE SERVICES (IF REQUESTED): THIS PROPOSAL DOES NOT INCLUDE ANY CONSTRUCTION ADMINISTRATION, SITE VISITS, VALUE ENGINEERING, COST REDUCTION DRAWING REVISIONS, GEO-TECH ANALYSIS, PLACEMENT OF SEPTIC TANK AND SEPTIC PERMIT, OR ENVIRONMENTAL ENGINEERING. THESE MAY BE COMPLETED AS AN ADDITIONAL SERVICE. SCHEDULE OF CHARGES: PRINCIPAL RATE = $125.00 PROJECT MANAGER RATE = $95.00 PROJECT COORDINATE RATE = $75.00 DRAFTSMAN RATE = $65.00 CONSULTANT MEMBER RATE = AS PER THEIR OWN TERMS AND CONDITIONS AS REQUIRED OWNERS AGREED SIGNATURE: BY ACCEPTANCE OF THIS SET OF DOCUMENTS WITHIN, THE OWNER IS AGREEING TO THE TERMS AND CONDITIONS OF THIS AGREEMENT. PAYMENT FOR SERVICES WILL BE DUE UPON SUBMISSION OF DELIVERABLES NOTED ABOVE. ALL ADDITIONAL SERVICES REQUESTED BY THE OWNER SHALL BE APPROVED IN WRITING PRIOR TO IMPLEMENTING THESE SERVICES. SHOP DRAWINGS THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ITEMS IDENTIFIED OR INTENDED TO BE DESIGNED BY OTHERS REQUIRE SHOP DRAWINGS TO BE SIGNED AND SEALED AND SHALL INCLUDE; DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, LIFTING LOCATIONS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. V In z 1,.- _ r" L 0) Lu r-1 't Z) �_ TT 0 ■ F—�M Q U z � uj 00 u zT � u.l Q > L +� N ..z=wo ro Q I� J Mo U to UV) U- NO Q o a)Q (� W w N N C Q N >< W d- Lo oco M U LL W Z � o O U r = W M WM� 0 Lo N ISSUE RECORD REVISION NO./DATE: DESCRIPTION: GENERAL CONDITIONS JOB No.: 19-023 DWN BY: MA CHK BY: JLM DATE ISSUED: 05.07.19 SHEET NO: GC OO GROUT CELLS SOLID @ NEW MASONRY Oj SAW -CUT MORTAR JOINT ON ONE SIDE 8" BEYOND DESIRED OPENING O RADIUS THE TOP OF SAW CUT TO ALLOW ANGLE TO INSERT FULLY FLUSH TO CMU 3U INSERT EPDXY COATED ANGLE, L 8x80/4", WHERE LESS THAN 48" OF BLOCK ABOVE USE: L 5X3X3/8" — SIMPSON EPDXY ET EPDXY ® REPEAT 1 AND 2 FOR OTHER SIDE O SAW -CUT AND REMOVE OPENING © INSTALL TAPCON 1/4"x2" @ ENDS AND MIDDLE OF LINTEL SECTION , , ELEV (+/-) 1 V-9" FRC SAW CUT DETAIL SCALE: 3/4" = l'-0" DEMOLITION ELEVATION SCALE: 1/4" = l'-0" DEMOLITION PLAN GENERAL NOTES A. CONTRACTOR SHALL INSPECT AND VERIFY THE SCOPE OF WORK. ANY ADDITIONAL WORK NOT SPECIFICALLY NOTED ON THE DRAWINGS BUT WHICH BECOMES APPARENT UPON CAREFUL FIELD INSPECTION SHALL BE CONSIDERED AS PART OF THIS CONTRACT. B. PROVIDE SMOOTH, UNDETECTABLE TRANSITION FROM EXISTING TO h ELEV (+/-)1 l'-9" NEW CONSTRUCTION. it r u d cl u DEMOLITION ELEVATION SCALE: 1/4" = l'-0" C. OWNER HAS FIRST SALVAGE RIGHTS TO ANY ELEMENT OF EXISTING CONSTRUCTION TO BE REMOVED DURING DEMOLITION OPERATIONS. D. PATCH AND REPAIR ALL CONSTRUCTION TO REMAIN WHERE AFFECTED BY DEMOLITION OPERATIONS. E. PROTECT CONSTRUCTION TO REMAIN FROM WEATHER INTRUSION, VANDALISM, AND ALL OTHER RISKS CREATED BY DEMOLITION OPERATIONS. F. FIELD VERIFY ALL DIMENSIONS ASSOCIATED WITH EXISTING CONSTRUCTION. G. WHERE DEMOLITION OPERATIONS AFFECT EXISTING STRUCTURAL SYSTEM COMPONENTS TO REMAIN, SHORE THESE COMPONENTS AS REQUIRED UNTIL NEW CONSTRUCTION IS IN PLACE. H. REMOVE OR CAP AND ABANDON ALL ELECTRICAL WIRING IN WALLS TO BE REMOVED. I. PATCH ANY EXISTING CONSTRUCTION AS REQUIRED WHICH IS DAMAGED DUE TO THE INSTALLATION OF NEW FIXTURES, ELECTRICAL DEVICES, EQUIPMENT, OR ANY OTHER NEW COMPONENT. J. ALL EXISTING STRUCTURAL SUPPORT COMPONENTS SHALL REMAIN INTACT. 2/D-1.0 K. ALL EXISTING STRUCTURAL SUPPORT COMPONENTS SHALL REMAIN INTACT. DEMOLITION PLAN SCALE: 1/4" = V-0" L. PROTECT ALL EXISTING FINISHES TO REMAIN FROM DAMAGE FOR DURATION OF NEW CONSTRUCTION. M. PROVIDE MINOR ALTERATIONS TO EXISTING H.V.A.C. SYSTEM AS REQUIRED TO ACCOMMODATE NEW WORK, SUCH AS RELOCATION OF DIFFUSERS AND RELATED ALTERATION OF ATTACHED DUCTWORK. N. PATCH AND REPAIR ALL EXISTING CEILINGS WHERE ELECTRICAL AND MECHANICAL DEVICES ARE TO BE REMOVED, RELOCATED, AND/OR ADDED. O. PERFORM ADDITIONAL DEMOLITION THAT MIGHT REASONABLY BE REQUIRED IN PREPARATION FOR NEW CONSTRUCTION OR SPECIFIED FINISHES. INCLUDE CUTTING AND PATCHING OF EXISTING WALLS AND FLOORS FOR REMOVAL OR INSTALLATION OF SERVICES, EQUIPMENT OR ACCESSORIES, DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES TO REMAIN. P. PROTECTION - EXERCISE CARE DURING WORK TO PROTECT INTERIOR AND EXTERIOR EXISTING CONSTRUCTION. REPAIRS TO EXISTING CONSTRUCTION DUE TO DAMAGE SHALL BE DONE AT NO COST TO THE OWNER. Q. FINISHES - WHERE NEW FINISHES ARE SCHEDULED FOR EXISTING OR RENOVATED SPACES, THE CONTRACTOR SHALL REMOVE EXISTING FINISHES AND PREPARE SUBSTRATES TO RECEIVE NEW FINISHES AS SCHEDULED. PREPARATION OF SUBSTRATES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 0 1. PATCHING AND/OR LEVELING OF FLOOR SLABS. 0 2. SKIM COATING OF GYPSUM WALLBOARD SURFACES 3. SANDING OF METAL FRAMES. R. WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED. S. SMOKE DETECTOR HEADS MUST REMAIN ACTIVE THRU DEMOLITION. DEMOLITION LEGEND PARTITION TYPE ASSEMBLY 0 DEMO EXISTING PARTITION WALL IN IT'S ENTIRETY - NON -RATED FLOOR TO CEILING EXISTING WALL SYSTEM TO REMAIN, TYPICAL DEMOLITION PLAN KEY NOTES DOl REMOVE EXISTING WALLS, BAR SYSTEM, SHELVING AND FINISH SYSTEMS SHOWN DASHED OVER AFFECTED AREAS TO RECEIVE NEW WORK. CONTRACTOR TO FIELD VERIFY ALL LIMITS OF DEMOLITION AND PROVIDE PROTECTION TO AREAS EXPOSED TO THE ELEMENTS WHILE UNDER ALL PHASES OF CONSTRUCTION. D02 REMOVE EXISTING DOOR AND FRAME SYSTEMS SHOWN DASHED OVER AFFECTED AREAS TO RECEIVE NEW WORK. CONTRACTOR TO FIELD VERIFY ALL LIMITS OF DEMOLITION AND PROVIDE PROTECTION TO AREAS EXPOSED TO THE ELEMENTS WHILE UNDER ALL PHASES OF CONSTRUCTION. OREMOVE EXISTING WINDOW AND FRAME SYSTEMS SHOWN D03 DASHED OVER AFFECTED AREAS TO RECEIVE NEW WORK. CONTRACTOR TO FIELD VERIFY ALL LIMITS OF DEMOLITION AND PROVIDE PROTECTION TO AREAS EXPOSED TO THE ELEMENTS WHILE UNDER ALL PHASES OF CONSTRUCTION. CLEAN WALLS OF ALL UN -NECESSARY ELECTRICAL EQUIPMENT. D04 REMOVE ALL EXTRANEOUS WIRING, AND WALL TEXTURE THAT IS IN DISREPAIR. D05 PATCH AND REPAIR EXISTING WALL SYSTEMS TO REMAIN AROUND AFFECTED AREAS SHOWN DASHED. PREPARE AREAS TO RECEIVE NEW FINISHES. PAINT AS PER OWNER'S SPECIFICATIONS AND FINISH SCHEDULE. DEMOLITION ELEVATION KEY NOTES D06 SAW CUT WALLS SHOWN DASHED OVER AFFECTED AREAS TO RECEIVE NEW WORK. CONTRACTOR TO FIELD VERIFY ALL LIMITS OF DEMOLITION AND PROVIDE PROTECTION TO AREAS EXPOSED TO THE ELEMENTS WHILE UNDER ALL PHASES OF CONSTRUCTION. V Lo z� CD L u c-I I ■ I- T F— (l) W V) co Q Ll UJ� cv) ca z T" uz 0 w Lu Q > U-) Q +� N F-- =1-0D z l— m M Q n p ca U Vj LL NO Q Q 0 co J uj f1 (D uj N N c Q N z W d- V ) O M M � U ILL wzU) VJ Q c— i — O �_ W W cMl �— W LID W N ISSUE RECORD REVISION NO./DATE: DESCRIPTION: DEMOLITION PLAN JOB No.: 19-023 DWN BY: MA CHK BY: JLM DATE ISSUED: 05.07.19 SHEET NO: D= 1 .0 H Il llil _T_rr_ TTTTT r-i- WINDOW SCHEDULE REFERENCE ® QTY. DIMENSIONS TYPE MATERIAL NOTES SH30x30 2 37 3/41. x 37"H. SINGLEHUNG VINYL SH30x40 1 37 3/4"L. x 49"H. SINGLE HUNG VINYL SH30x5Oe 1 37 3/4"L. x 61 "H. SINGLE HUNG VINYL SH30x40 1 37 3/411L. x 49°H. SINGLE HUNG VINYL SH4440 1 53 7/811L. x 49"H. SINGLE HUNG VINYL SH60x40 1 73 3/41. x 49°H. SINGLE HUNG VINYL e -COMPLIES W/ EGRESS REQ./SILL HEIGHT IS LESS THAN 44" A.F.F. 1 3/4" THICK, FIBERGLASS OR SOLID BONDED, WD:, COORDINATE W/ OWNER 6-0" FRAMED DOORS TYP. FRAMED DOORS SIMPSON HUC212-3 W/ 22 EAYx2%a TITEN 13/8" THICK, HOLLOW CORE WD. DOOR VARIES C 60 Fo to i EXISTING WALL GROUT ACCESS HOLE SHOULD BE ON THE INSIDE FACE - \ MOUNT HANGER IN THE MIDDLE OF THE BLOCK FACE BLOCK WALL END FACE CELL MUST BE GROUTED SOLID W/ 3000 PSI GROUT OR FORM & POUR END OF WALL. IF CELLS ARE EMPTY, THEY SHOULD BE REMOVED & A FORM & POUR 8 x 8 END WALL SECTION AS SHOWN #5 ROD EPDXY 4" MIN INTO CC FLOOR AND 25" MIN LAP, THIS MAY BE FORMED & POUR OR CUT ACCESS FROM THE FACE THAT FACES THE DOOR OPENING. DO NOT CUT THE INSIDE FACE OF THE BLOCK IN ORDER TO MAINTAIN THE BEARING. THE ANGLE SHALL BE SUPPORTED WITH 4X4 FOR A MIN OF 5 DAYS AFTER GROUTING THE SUPPORT COLUMNS. — 13/8" THICK, HOLLOW CORE WD. DOOR VARIES / \ C \ \ TRUSSES W/ SIMPSON H6 a o Q ° 3- 2xl2 SYP, NAIL USING 16d COMMON 3 @ 16" O.C. FROM EACH SIDE ° SIMPSON HUC212-3 W/ 22 EA%x2/ TITEN a ° LOCATION SHOWING ° ALL CELLS FILLED ° ° a ° 4'4' f 2'.8" �: V-8" ALL INTERIOR DOORS COMPLY W/ ACCESSIBILITY REQUIREMENTS AS REQUIRED PER 2017 FBC, 6TH EDITION, RESIDENTIAL SECTION R322. VARIES 1.i 2" 2"1.i. VARIES u2' 1 N II I 1 II /10 WOOD PAINTED AME, 3 \ II I I II /11 9 . mi r I- PARTITION J DOOR AND WINDOW ELEVATIONS J SCALE: 3/8" = V-0" EXISTING WALL PRE -SHAPE BENT REBAR AS SHOWN. MIN. OF V-0" x V-0" OF REBAR TO BE INSERTED VERTICALLY INTO FIRST NEW CAVITY ADJACENT TO EXISTING WALL. FILL EACH CELL FROM GRADE TO FULL HEIGHT OF WALL IN EXISTING WALL DRILL A 1" HOLE TO A DEPTH OF 6". INSERT #5 REBAR W/ VERTICAL DIMENSION OF 16" O.C. AND FILL CAVITY W/ STRUCT. EPDXY TO PROVIDE A MINIMUM BOND STREGTH OF 4000 P.S.I. TY. AT FULL HEIGHT OF WALL FILL ADJACENT VERTICAL CELL & INSTALL #5 REBAR @ FULL HEIGHT OF WALL CONT. GROUT JOINT BEAM DETAIL REINFORCEMENT �liJ SCALE: 3/4" = V-0" CVIQTIAI!'_ AC'0UAI T OL17A1!'I CQ ELEVATION SCALE: 1/4" = V-0" ,�, ELEV (+/ )1 V-9" 0 0 M W 0 0 M W M 0 o co SQUARE FOOTAGE BREAKDOWN: A/C (INTERIOR) S.F. =1,087 S.F. BUILDING FOOTPRINT =1,407 S.F. GARAGE S.F. = 200 S.F. REAR DECK S.F. = 250 S.F. FRONT PORCH S.F. = 56 S.F. ELEVATION SCALE: 1/4" = V-0" 0 M 0 M U) I EXTERIOR FLOOR PLAN 1 SCALE: 1/4" = V-0" ♦, 0 2 4 8 , door NORTH GENERAL NOTES: 1. ALL INTERIOR DOORS COMPLY W/ ACCESSIBILITY REQUIREMENTS AS REQUIRED PER FBC 2017 RESIDENTIAL SECTION R322 2. BEDROOM WINDOWS COMPLY W/ EGRESS REQUIREMENTS AS REQUIRED PER FBC 2017 RESIDENTIAL SECTION R310 3. COORDINATE ALL ELECTRICAL LIGHTING AND SWITCH PLACEMENT W/ OWNER 4. ALL FLOOR FINISH CHANGES SHALL OCCUR UNDER THE CENTERLINE OF DOORS IN THE CLOSED POSITION R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R305.6 SEPARATION REQUIRED. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. R314.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. R315.1.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY PARTITION LEGEND PARTITION TYPE ASSEMBLY EXISTING PARTITION TO REMAIN. PATCH AND REPAIR TO NEW CONDITION AS REQUIRED BY NEW WORK NEW PARTITION - 8" REINFORCED CMU WALL SYSTEM W/ 3/4" MIN. EXTERIOR CEMENT PLASTER FINISH (2 COAT SYSTEM), PAINTED, OVER LIQUID APPLIED WATERPROOFING MEMBRANE FUL HEIGHT OF CMU AND 8" BELOW GRADE, MIN. APPLY TO INTERIOR 1/2" CWB ON FURRING STRIPS WITH RIGID INSULATION. PROVIDE MOISTER RESISTANT GWB AT ALL WET WALLS. O wgf; I NEW PARTITION - EXTEND TO CEILING, 2"X4" WOOD STUDS AT 16" O.C., WITH 1/2" GWB BOTH SIDES, PROVIDE SOUND BATT INSULATION IN STUD CAVITY. PAINT FINISH. INCREASE WIDTH OF CAVITY WALL AT PENETRATIONS AS REQUIRED. NEW PARTITION - EXTEND TO ROOF, 2"X6" WOOD STUDS AT 16" O.C., WITH 1/2" GWB ONE SIDE, PROVIDE R-19 BATT INSULATION IN STUD CAVITY. PAINT FINISH. INCREASE WIDTH OF CAVITY WALL AT PENETRATIONS AS REQUIRED. FLOOR PLAN GENERAL NOTES 1. DRAWINGS ARE PROVIDED TO CLARIFY DESIGN INTENT. G.C. TO COORD. WITH OWNER AND PROVIDE MANOR DATA ON ALL ITEMS FOR OWNERS APPROVAL. 2. PROVIDE NEW INTERIOR WALL FINISHES TO MATCH EXISTING AT DAMAGED/REMOVED AREAS. COORDINATE EXTENTS WITH DEMOLITION FLOOR PLAN DIMENSION GENERAL NOTES A. SCALES AS STATED ARE VALID ON THE ORIGINAL DRAWING ONLY. DO NOT SCALE FROM THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC PRESENTATION. DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS. B. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES, ANY MODIFICATIONS OR DEVIATION TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND APPROVAL. C. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM A "BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED PRIOR TO THE START OF CONSTRUCTION, HIGH POINTS, LOW POINTS, IRREGULARITIES IN FLOOR SLAB WHICH COULD AFFECT FABRICATION / INSTALLATION, WORK OF OTHER TRADES OR VENDORS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT. ALL WORK SHALL CoMpty t CODES FLORIDA BUILDING Coa a AILING NATIONAL ELECTRIC CODE, AND THE CITY OF z ORDINANCESERHYRH1tt3 U zL fn � uir­4d' LLJ i ■ I— v) cl) Q Llw t=WCl) cz zU Z T 0 1= W Q > +-+ N = Z Q O Inn m 0 cz U cii � < p o in W W N N C Q 0) W (D z F U) x W CN ",I- L , O M M ILL W � � _/ -- O = WWM0— M CSC 0 Lo W N ISSUE RECORD REVISION NO./DATE: DESCRIPTION: FLOOR PLAN JOB No.: 19-023 DWN BY: MA CHK BY: JLM DATE ISSUED: 05.07.19 SHEET NO: A- 1 .O CONT. ROD, 8 DOOR BY OW EXTERIOR INTERIOR TYP WOOD DOOR JAMB SCALE: 3" = V-0" CEMENT PLASTER, PAINTED ANCHORS - THREE PER JAMB, PER MANUF, SPECS REINFORCED MASONRY WALL, SEE STRUCTURAL DRAWINGS MTL. FURRING STRIPS OR lX2 P.T. WD. FURRING STRIPS @ 16" O.C. 5/8" GWB, PAINTED, TUFF-R SHEATHING W/ OPTIONAL AIR GAP AND METAL FURRING AT 24" O.C. CONT BACKER ROD AN SEALANT, BOTH SIDES WINDOW JAMB @ MASONRY/ STUCCO SCALE: 3" = V-0" CGI WINDOWS USED AS A BASIS OF DESIGN .....T PLASTER, PAINTED RCED MASONRY WALL, SEE 'URAL DRAWINGS giro .ivvB, PAINTED, ON METAL FURRING AT 24" O.C., WHERE INDICATED ON DRAWINGS MTL. FURRING STRIPS OR lX2 P.T. WD. FURRING STRIPS CONT THROUGH -WALL FLASHING ° @ 16" O.C. AT ALL WINDOW HEADS 4 a 5/8" GWB, PAINTED, TUFF-R a CEMENT PLASTER, SHEATHING W/ OPTIONAL AIR GAP CEMENT PLASTER, ° PAINTED <j AND METAL FURRING AT 24" O.C. PAINTED I I ° 5/8" GWB, PAINTED, TUFF-R G I I REINF. CONC MASONRY. ° ° SHEATHING W/ AIR GAP AND SEE STRUCT. DWGS a METAL FURRING AT 24" O.C. EXTERIOR INTERIOR a -- I CONT BACKER ROD AND I I WOOD FRAME, SHIM AS REQUIRED SEALANT, BOTH SIDES n1- — — — — — - PT WOOD SHIM CONT. SEALANT AND BACKER ROD, BOTH SIDES AS REQUIRED CLEAR LAMINATED GLASS SET WITHIN PREFINISHED ALUMINUM DOOR AS SPECIFIED BY OWNER__A FRAMES EXTERIOR A INTERIOR 3/4" 1 CONT BACKER ROD AND SEALANT, BOTH SIDES 1 TYP WOOD DOOR HEAD WINDOW HEAD @ MASONRY/ STUCCO SCALE: 3" = V-0" CLEAR LAMINATED GLASS SET WITHIN PREFINISHED ALUMINUM EXTERIOR INTERIOR DOOR AS FRAMES SPECIFIED BY OWNER CONT BACKER ROD AND DOOR FRAME, BEYOND SEALANT, BOTH SIDES, FULL PERIMETER THRESHOLD ON A BED OF SEALANT ° a. a a d FLOOR FINISH ° n CEMENT PLASTER, Q d Q PAINTED CONC MASONRY. SEE a Q STRUCT. a CONC SLAB, TYP TYP EXTERIOR DOOR THRESHOLD SCALE: 3" = V-0" )TTOM OF CEILING 3L. 2X4 WD. CONT. )P PLATE 2" MR GYPSUM ALLBOARD (AS REQ'D), ANTS STAGGERED :ALANT CONT AROUND ALL NETRATIONS (P ELECTRICAL BOX - DO NOT STALL BACK TO BACK IN WALLS OFFSET A MIN OF 12" C4 WD. STUD FRAMING 'ACED AT 16" O.C., TYP. \SE AS SELECTED BY OWNER (4 WD. BOT. PLATE )NT 1/4" JOINT, FILLED WITH OUSTICAL SEALANT, TYPICAL f PERIMETER NISHED FLOOR AS SCHEDULED TYPICAL WALL DETAIL SCALE: 3" = V-0" _WINDOW SILL @ MASONRY/ STUCCO SCALE: 3" = V-0" CGI WINDOWS USED AS A BASIS OF DESIGN CLEAR LAMINATE[ SET WITHIN PREFI ALUMINUM FRAME TYPICAL WINDOW MULLION SCALE: 3" = V-0" SILL RECEPTOR z° MARBLE SILL W/ SEALANT PRE -CAST CONCRETE SILL, INSTALL PER MANUF. INSTALLATIONS 5/8" GWB, PAINTED, TUFF-R SHEATHING W/ AIR GAP AND METAL FURRING AT 24" O.C. AULLION, AS PER MANNF. )ETAILS 3a TYP DOOR JAMB - INTERIOR SCALE: 3" = V-0" T TYP DOOR HEAD - INTERIOR SCALE: 3" = V-0" INTERIOR DOOR THRESHOLD DETAIL SCALE: 3" = V-0" 0 N PROVIDE ADA COMPLIANT HANDLES AT FAUCET V-11 3/4" v 21/2"X21 STEEL AN( AS REQUII 31/2" KITCHEN MILLWORK AT KITCHEN SCALE: 3/4" = V-0" 4A V. ���., . �.�, TYP 1 /2" GYP BD, TYP BATT INSULATION, TYP (2) 2x WD BLOCKING, TYP SEALANT,TYP 3/4" WOOD DOOR CASING, TYP SHIM, TYP DOOR AS SPECIFIED BY OWNER DOOR DOOR FRAME, BEYOND HARDWOOD FLOORING THRESHOLD ON BED A OF SEALANT PORCELAIN TILE SUB -FLOORING QUARTZ SOLID SURFACE COUNTER AND BACKSPLASH INTERMEDIATE ANGLE SUPPORTS BETWEEN LAVS AS REQUIRED STAINLESS STEEL BOWL, SELF RIMMING LAVATORY, SEAL COUNTERTOP EDGES PLASTIC LAMINAi 3/4" PLYWOOD COUNTERTOP, PL-1 I V \ J I//- rV 1 �lnGw MILLWORK AT KITCHEN SCALE: 3/4" = V-0" INFILL DETAIL SCALE: 1/4" = V-0" PROVIDE MELAMINE AT ALL INTERIOR SURFACES INCLUDING CLAD 4" PARTICLE BOARD SHELVES ON ADJUSTABLE PINS PLASTIC LAMINATE CLAD 3/4" PLYWOOD,PL-1 )RAWER WITH =ULL-EXTENSION GLIDES 'LASTIC LAMINATE CLAD 3/4" PLYWOOD,PL-1 'ROVIDE MELAMINE AT ALL NTERIOR SURFACES NCLUDING CLAD " PARTICLE 30ARD SHELVES ON 4DJUSTABLE PINS EXISTING DOOR LINTEL PRE -SHAPE BENT REBAR AS SHOWN. MIN. OF V-0"xV-0" OF REBAR TO BE INSERTED VERTICALLY INTO FIRST NEW CAVITY ADJACENT TO EXISTING WALL. FILL EACH CELL FROM GRADE TO WINDOW SILL PER PLAN IN EXISTING WALL DRILL A 1" HOLE TO A DEPTH OF 6". INSERT #5 REBAR AND FILL CAVITY W/ STRUCTURAL EPDXY TO PROVIDE A MINIMUM BOND STRENGTH OF 4000 P.S.I. (TYPICAL) #5 REBAR IN U-BLOCK FILL ADJACENT VERTICAL CELL & INSTALL #5 REBAR CONT. CAULK JOINT EXISTING CONC. SLAB NOTE: REFER TO WALL SECTIONS & FOUND. PLAN FOR ADDED NOTES & DIMS. u L0 z P*_ 0) _ qH in u.w r d' Lu c: I` c: ■ �- �- F- M co Q UW t=wM (13 zw T" ° a) Lu <C > L +�-+ N zF—M� Q 0 i (� u U- �Lu<0 w(,DaN w Nuj 0 N z >< W N L0 o M J � U ILL W Z � 1 1 O00 W W a- co W uN W ISSUE RECORD REVISION NO./DATE: DESCRIPTION: DETAILS JOB No.: 19-023 DWN BY: MA CHK BY: JLM DATE ISSUED: 05.07.19 SHEET NO: Am 2. 0