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759 Sailfish Dr RESO20-0036 carport extension, windows, siding permit_1%.ILY t,,s o-eLlallal4 DCcs411 ourruiilig" vcpcs"menT "ALL INFORMATION TF 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5825 Email: Buildin -Det coab,us IS REQUIRED. Job Address: 759 Sailfish Drive Atlantic Beach Florida 32233 Permit Number. Legal Description T'LR BI K_6_ RE# 17123600 Valuation of Work (Replacement Cost) $ 22,500 Heated/Cooled SF 1537 Non- Heated/Cooled 1,779 • Class of Work: ❑New NAddition ❑Alteration ❑Repair ❑Move []Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial MResidential • If an existing structure, is afire sprinkler system installed?: ❑Yes 11dNo Describe in detail the type of work to be performed: Replacement of All Exterior doors ; Replacement of windows on Existing Addition; Replacement of Drywall and finishes as -built; Alteration of carport extending length and width;. and, Installation of Allure siding and vinyl soffits . (Please find attached) Florida Product Approval # See Attached Property Owner Information for multiple products use product approval form Name Lawilda K Bartley _ Address 4424 ELLIPSE DR City Jacksonville State fl Zip 32246 Phone 9o4.568.0005 E -Mail Owner or Agent (if Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration # E -Mail Architect Name & Phone # Robert Gray (9041222-1176 Engineer's Name & Phone # Geoff Gartner (904)608-0364 —_ ^ Workers Compensation Insurer OR Exempt o Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE IN RE RDIN N ICE OMMENCEMENT. Signature of Owner or Agent (Signature of Contractor) Si n and sworn t%�. �A [ ] P rsonally Known OR Produced Identificari Type of identification: day of Signed and sworn to (or affirmed) before me this day of of MWAIE RVSKISSON Notary pudic - State of Florida Commission # GG 946545 My Comm. Expires Jan 25, 2024 �[ ] Personally Known OR [ ] Produced Identification Type of identification: _ by (Signature of Notary) Owner Builder Affidavit t` City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5820 Email: Buildif`Ig-Oept@_coah.Lls *BALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES ll. INJURY LIABILITY; SINCE OWNERS MAYBE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED.. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES_ OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO- 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR 8UiLDINC-DEPT C� OAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER -BUILDER PERMIT. Job Address: 759 SAILFISH DR, Atlantic Beach FL 32233 Owner Name: Lawilda K Bactley Picone Number: (904) 568-0005 Mailing Address: 4424 ELLIPSE DR Notarized Signature of Owner City: JACKSONVI The fo�eg Ing in went was acknowledged before me this of 11 irT r Signature of Notary FL_ Zip: 32246 qday of f 20 Lli in the State of Florida, County ] Personally Known OR j4Produced Identification Type of Identification: Va 117ZIA %MI'T Init2� �t1i Updated 10124118 REE IE HUSMSSONc - State of Floridaion # GG 946548xpites 2024 San 25, Signature of Notary FL_ Zip: 32246 qday of f 20 Lli in the State of Florida, County ] Personally Known OR j4Produced Identification Type of Identification: Va 117ZIA %MI'T Init2� �t1i Updated 10124118 State of FLORIDA County of DUVAI_ To Whom It May Concern: NOTICE OF COMMENCEMENT Tax Folio No. 171236-0000 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 30-60 17 -2S -29E ROYAL PALMS UNIT 1 LOT 18 BLK 6 Address of property being improved: 759 SAILFISH DRIVE EAST ATLANTIC BEACH FL 32233 General description of improvements: Replacement of All Exterior doors; Re lacement of windows; Replacement of Drywall and finishes as -built; Alteration of carport extending length and width; and, Installation of Allure Siding Owner: Lawilda Bartley Address: 4424 ELLIPSE DRIVE, JACKSONVILLE FL 32246 Owner's interest in site of the improvement: 100% Fee Simple Titleholder (if other than owner): Name: Contractor: OWNER BUILDER Address: Telephone No.: Fax No: Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address:. Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed:Date: thi Before as - day o€ Y l n he CoColrnty of D va , State ra Y A�af : STEPHANIE HUSKISSON Of Florida, has personally appeared Notary Putatic -State of Ftortda Notary Public at Large, Stag of Flar a f D val. ' Commission # GG 446548 � oF` _ My commission expires: , 1 yi My Comm, Expires len 25, 2424 Personally Known: or Produced Identification: F—C �� GENERAL NOTES CONVENTIONAL FRAMING NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. APA AND ASCE7-10. 24.4 REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 24.4 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED "ADDITION" IN COMPLIANCE WITH SECTION -28.8 22.9 301.1.2 OF THE EXISTING BUILDING CODE. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. AUTHORITIES HAVING JURISDICTION OVER THE WORK. 20.8 -24.4 TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR FOUNDATIONS, AND 3/4" FOR ALL SLABS AND SHALL 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONFORM TO ASTM C33. RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. CONSTRUCTION. W 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. AND (5) 8d NAILS INTO THE SLEEPER. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. rW V ry ® COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN 7. FASTEN ROOF RAFTER TO LEDGER WITH LUS210. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT 8. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY EPDXY STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 9. FASTEN CEILING JOIST TO LEDGER WITH LUS26. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF 10. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR (11) INTO STUD BELOW. ELECTRICAL WORK. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 11. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL DOUBLE 2X12 CEILING JOIST FOR RIDGE TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE BEAM SUPPORT, UNO. NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MECHANICAL TRADES BEFORE CONCRETE IS PLACED. ROOF RAFTER CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE INTERIOR ZONES, PSF 0-20 24.4 REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 24.4 -26.6 20-50 CONCRETE". -28.8 22.9 -25.3 50-100 ------------ CEILING JOIST 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 100-200 20.8 -24.4 TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR FOUNDATIONS, AND 3/4" FOR ALL SLABS AND SHALL - _ _ _ - - COLLAR TIE CONFORM TO ASTM C33. Z W W (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO rW V ry ® COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP TERMITE TREATED SOIL. WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY EPDXY NOTES OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: MECHANICAL TRADES BEFORE CONCRETE IS PLACED. HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". ACCORDANCE WITH APPLICABLE SAFETY LAWS. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH PSI AND TENSILE STRENGTH OF 2,300 PSI. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE ENGINEER OF RECORD. INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER. OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS FILLED. PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO FRAMING NOTES DO THE WORK. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, SHEATHING NOTES RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. FOR WALL SHEATHING: 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED VERTICALLY, OR MIN t6" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. APPARENT. 2. FOR ALL OTHER VENEER: MIN 6" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES). 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 3. FOR CURVED WALLS: TWO (2) LAYERS OF 4" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. 7. DIMENSION LUMBER FOR ROOF SHEATHING: 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 1. FOR SHINGLE AND METAL ROOF: MIN 6" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE, PEO.C. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON 12" IN FIELD. STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 8d - 0.131" x 2-1/2" CONDITIONS, BLOCK PANELS AT 12" O.C. 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" FOR FLOOR DECKING: 16d = 0.162" x 3-1/2" 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND FOOTING DETAILS SHEET. MINIMUM 4" THICKNESS. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. FOR PORCH CEILING SHEATHING: 1. MIN "' OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH 8d NAILS AT 3" O C ON EDGE 12" O C IN FIELD SHEET INDEX 51.01 GENERAL NOTES/FRAMING PLAN AND DETAILS LOAD THELE COMPONENT AND CLADDING ROOF: LIVE LOAD: DEAD LOAD CEILING: LIVE LOAD: LIVE LOAD -STORAGE DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: "20.0 PSF 7.0 PSF 0.0 PSF 30.0 PSF 5.0 PSF 40.0 PSF 10.0 PSF 50.0 PSF 130 MPH C 1.0 11 0.18 1 AND 2:12 DESIGN PRESSURES EFFECTIVE AREA, SF END ZONESPSF , INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 OBEAM TO EXISTING CMU WITH HUC28-2, (10) a"x1-3/4" INTO CMU, (4) A 10d NAILS IN BEAM. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x NO.2 SYP LEDGER (SEE PLAN FOR SIZE) OC • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. • FASTEN TO CMU WITH (2) ROWS OF 4"X3" TAPCONS AT 12" O.C. DOSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. C B - J 24"x24"X12" FOOTING WITH (3) #4 BARS EACH WAY UNDER EACH NEW POST. TYP (5). TJ1230 9.5" I -JOIST RAFTER FASTEN TO LEDGER WITH I US2.37/9.5. 2X12 LEDGER. FASTEN TO BEAM WITH (1) ROW OF SDS25300 SCREWS AT 6" O.C. FASTEN TO ENDS OF EXISTING RAFTERS WITH (4) 10d NAILS AT EACH INTERSECTION. PORCH CLG JOIST PORCH RAFTER PORCH BEAM FIRST LEVEL WALL PLAN 3/4" = V-0" 2'-0" RAFTER 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. TRUSS TOP CHORD (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. KNEE WALL: 2X4 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTEN STUDS TO BEAM WITH H3. PORCH BEAM. SEE PLAN FOR SIZE AND PLIES. 3 1.01 A ' � J Lei ROOF FRAMED WITH: • CARPORT - 2X12 ROOF RAFTERS AT 24" O.C. • PORCH ROOF - 2X10 ROOF RAFTERS AT 24" O.C. • 2X10 COMMON RIDGE BEAM. • 2X6 CEILING JOISTS AT 24" O.C. • 2X6 COLLAR TIES AT 24" O.C. • LEDGERS ARE SAME SIZE AS RAFTER/CEILING JOIST THAT IS ATTACHED. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. I I I I I I I I I 7_ I I I I I I I I I I I I I I I I SEE ARCHITECTURAL DRAWINGS FOR PLATE HEIGHTS AND POST/FOOTING DIMENSIONS. FIRST LEVEL WALL PLAN 1/4" = 1'-0" (3) 2x12 TJ1230 9.5" I -JOIST RAFTER. FASTEN TO LEDGER WITH I US2.37/9.5. EXISTING RAFTER 2X12 LEDGER. FASTEN TO EXISTING CAP PLATE WITH (1) ROW OF SDS25300 SCREWS AT 6" O.C. FASTEN TO ENDS OF EXISTING RAFTERS WITH (4) 10d NAILS AT EACH INTERSECTION. EX. CMU WALL FIRST LEVEL WALL PLAN 3/4" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, LINO. STUD MATERIAL: 2x No. 2 SPF, LINO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,2:1 NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER ABBREVIATIONS: LVL MIR O.C. OUTLOOKER ®ETHIC OSB SIM (DL3/ = 1'-0" SPF SYP 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT MIRROR. ON CENTER. ORIENTED STRAND BOARD. SIMILAR. SPRUCE PINE FIR. SOUTHERN YELLOW PINE. 0 U` a -o Qo m 0 N > C? Lu o � z z w E z O z O U ir c d O E U- C) U 0 C/) D o L �2 Lu U Q z 0 U) > o w z THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE ON NOVEMBER 10, 2020 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15 -23.005(D) & 61G1-16.005). Sheet No. S1.01 U 00 N C\j LO C MCO TN -0 w J � Q m > � U) ILL a Lu CO Q ILL J_ U_ 0 J Q a U) rn ~ Z a c� c� 2 (D THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE ON NOVEMBER 10, 2020 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15 -23.005(D) & 61G1-16.005). Sheet No. S1.01 U 00 N C\j LO C MCO TN -0 0 o N 0 -0 0 (D M c 0 _o 0 Z w� c� c� 2 (D Z 2 0 L U Q Q co 0 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE ON NOVEMBER 10, 2020 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15 -23.005(D) & 61G1-16.005). Sheet No. S1.01 U 00 N C\j LO C MCO r\ VJ Z dU W Q c 0 _o 0 Z w� O < �/J V� Z J J LO M N -- J .f) w rn tea/ LL Z W W Z UV COm M Q rW V ry \\`�0 \NAY/VF 'o ,,••'�� I FIL �''•.�'Aj�/ ' THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE ON NOVEMBER 10, 2020 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15 -23.005(D) & 61G1-16.005). Sheet No. S1.01 U 00 N C\j LO C MCO Sw< c dU cz m U) _0_0 c 0 _o 0 w� m U 0 U` U N CDU LO M N -- J .f) w s= � - ca X a a Q U) m o o -2- C,N m > eo <r C N N CD UV COm M OU CO \1111111/�> \\`�0 \NAY/VF 'o ,,••'�� I FIL �''•.�'Aj�/ ' k i • m , - (D ; No. 59328 _ � ' STATE OF it THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE ON NOVEMBER 10, 2020 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15 -23.005(D) & 61G1-16.005). Sheet No. S1.01 Nj 9: 32: 44 AM Friday September 25, 2020 20-31 Bartley Residence 20-09-25.dwg Bob R703.4 FLASHING APPROVED CORROSION—RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT PENETRATION OF WATER INTO THE WALL CAVITY OR PENNETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED ANTI—CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TEH INTERSECTIONS OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 3. CONTINOUSLY ABOVE ALL PROJECTING WOOD TRIM. 4. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5. AT ALL WALL AND ROOF INTERSECTIONS. 6. AT BUILT—IN GUTTERS. 2 3/4„ A 26 GAUGE GALVANIZED 2 1/2" METAL DRIP EDGE SHINGLES: B 26 GAUGE GALVANIZED 5" X 5" METAL ANGLE FLASHING 00 N N 3/8" 0R 5/8), C 32 GAUGE GALVANIZED "Z" FLASHING VALLEY FLASHING: UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE UL WIND RESISTANCE: ASTM D 3161, TYPE 1 (MODIFIED TO 110 MPH) FASTENING: (4) 11 OR 12 GAUGE NAILS 1 1/4" LONG WITH 3/8" DIAM. HEAD. FLASHING D ETA L -S & SHINGLE N EOR M AT ON N.T.S. 8903.2.1 - WEATHER PROTECT ON: EOCAT ONS FOR FLASHNG G Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slope or direction and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than provided in Table R903.2.1 or in compliance with RAS 111. R905. 2. H BASE & COUNTER FLASHNG: G: Flashing for asphalt shingles shall comply with this section or RAS 111. R905.2.8.1 — Base and counter flashing. Base and counter flashing shall be installed as follows:. 1.in accordance with manufacturer's installation instructions, or 2.in compliance with RAS 111, or 3.a continuous metal minimum 4 inch by 4 inch "L" flashing shall be set in approved flashing cement and set flush to base of wall and over the underlayment. Both horizontal and vertical metal flanges shall be fastened 6 inches (152 mm) on center with approved fasteners. All laps shall be a minimum of 4 inches (102 mm) fully sealed in approved flashing cement. Flashing shall start at the lower portion of roof to ensure water—shedding capabilities of all metal laps. The entire edge of the horizontal flange shall be sealed covering all nail penetrations with approved flashing cement and membrane. Shingles shall overlap the horizontal flange and shall be set in approved flashing cement. Base flashing shall be of either corrosion—resistant metal provided in Section R905.2.8.1 or mineral surface roll roofing weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m2). Counter flashing shall be corrosion—resistant metal with a minimum thickness provided in Table R903.2.1. R905.2.8.2Valleys. Valley linings shall be installed in accordance with the manufacturer's instructions before applying shingles. Valley linings of the following types shall be permitted: 1.For open valleys (valley lining exposed) lined with metal, the valley lining shall be not less than 16 inches (406 mm) wide and of any of the corrosion—resistant metals in Table R903.2.1. 2.For open valleys, valley lining of two plies of mineral—surfaced roll roofing, complying with ASTM D3909 or ASTM D6380 Class M, shall be permitted. The bottom layer shall be 18 inches (457 mm) and the top layer not less than 36 inches (914 mm) wide. 3.For closed valleys (valley covered with shingles), valley lining of one ply of smooth roll roofing complying with ASTM D6380 Class S and not less than 36 inches wide (914 mm) or valley lining as described in Item 1 or 2 shall be permitted. Self—adhering polymer modified bitumen underlayment complying with ASTM D1970 shall be permitted in lieu of the lining material. Table R905.2.8.2 Valley Lining Material. Reserved. R905.2.8.3Sidewall flashing. Flashing against a vertical sidewall shall be by the step—flashing method or continous "L" flashing method. R905.2.8.40ther flashing. Flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied in accordance with the asphalt shingle manufacturer's printed instructions. R905.2.8.5Drip edge. Provide drip edge at eaves and gables of shingle roofs. Overlap to be a minimum of 3 inches (76 mm). Eave drip edges shall extend 1/2 inch (13 mm) below sheathing and extend back on the roof a minimum of 2 inches (51 mm). Drip edge at eaves shall be permitted to be installed either over or under the underlayment. If installed over the underlayment, there shall be a minimum 4 inch (51 mm) width of roof cement installed over the drip edge flange. Drip edge shall be mechanically fastened a maximum of 12 inches (305 mm) on center. Where the Vasd as determined in accordance with Section R301.2.1.3 is 110 mph (177 km/h) or greater or the mean roof height exceeds 33 feet (10 058 mm), drip edges shall be mechanically fastened a maximum of 4 inches (102 mm) on center. FIBERGLASS SHINGLE ROOFING ­.�- METAL VALLEY EL -ASH NG N.T.S. VALLEY SHINGLE N STAL-L-AT ON INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL SHINGLE MIN. 12" PAST CENTERLINE OF VALLEY, SEE MANUFACTURER WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALLATION INFORMATION. 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTERLINE D ON N ER ROAD 80.65' FRONT PROPERTY LINE 11'-7" 20'-7" 48'-5" SA L -E SH DRIVE 1 NORTH A2 ARCH TECTU RAL- S TE PLAN 1/8 — V-13" 1399 O 1 BARTLEY RESIDENCE ADDITION 759 SAILFISH DRIVE ATLANTIC BEACH, FL 32233 PROJECT INFORMATION APPLICABLE CODES 2017 FLORIDA BUILDING CODE (FBC) - BUILDING 6TH EDITION 2017 FLORIDA BUILDING CODE (FBC) - EXISTING BUILDING 6TH EDITION 2017 FLORIDA BUILDING CODE (FBC) - ACCESSIBILITY 6TH EDITION 2017 FLORIDA BUILDING CODE (FBC) - PLUMBING 6TH EDITION 2017 FLORIDA BUILDING CODE (FBC) - MECHANICAL 6TH EDITION 2017 FLORIDA BUILDING CODE (FBC) - FUEL GAS 6TH EDITION NATIONAL ELECTRIC CODE - 2014 EDITION FLORIDA FIRE PREVENTION CODE - 6TH EDITION BASED ON NFPA 101 7.10.1.3 - 2015 PROJECT DESCRIPTION THE PROJECT SCOPE IS AN ADDITION OF A PORCH AND CARPORT TO THE FRONT OF THE HOUSE. TOTAL BUILDING AREA 1539 S.F. - EXISTING ENCLOSED UNDER ROOF 545 S.F. - NEW COVERED PORCH/CARPORT OCCUPANCY CLASSIFICATION RESIDENTIAL GROUP R -3 CONSTRUCTION TYPE: TYPE V -B (UNPROTECTED, UNSPRINKLERED) TEAM MEMBERS CONTACT INFORMATION OWNER: LAWILDA BARTLEY ARCHITECT: ROBERT W. GRAY, III ROBERT GRAY ARCHITECT, INC. (904) 222-1176 STRUCTURAL ENGINEER: THE CASTILLO GROUP, INC. 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 FL CoA NO. 32137 (904) 680-6279 SHEET INDEX ARCHITECTURAL Al - COVER SHEET A2 - ARCHITECTURAL SITE PLANS A3 - FIRST FLOOR PLAN A4 - DEMOLITION FLOOR PLAN A5 - ROOF PLANS A6 - ELEVATIONS A7 - SECTION A8 - ELECTRICAL PLAN STRUCTURAL T('1 IRG ATTA(`W- n O REV DESCRIPTION 1 — 2 — 3 — 4 THE DRAWING AND INFORMATION CONTAINED HERON IS CONFIDENTIAL AND MAY NOT BE USED, REPRODUCED IN WHOLE OR AND/OR IN PART FOR ANY OTHER PURPOSE, OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. ................ R O B E R T G R A Y A R C H I T E C T A FLORIDA CORPORATION 16006 SHELLCRACKER RD. JACKSONVILLE FLORIDA — 32226 904.222.1176 rwgray3®gmail.com e� C r� I AR15364 % 9/252 ED \ AR \\G THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBERT W. GRAY ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY a��91d�1►1[�K�791� PLAN 2 e Qo SIL �j SHEET Al COVER SHEET 9: 32: 44 AM Friday September 25, 2020 20-31 Bartley Residence 20-09-25.dwg Bob INLVV I LU IVIL I NL MUUr IINIj INLVV HrCUhI I LU I UM/-�L JhIIVIjLL 2 NORTH A2 ROOF PLAN 1/4 1 9 o" -XISTING _ JEW 8'-1 1 2" BRG ON (--�i FLOOR PLAN NORTH A2 1 /499 1'-0" INIl,Fl11­�/-\ JFHHr\C JFIIIVhLCJ I-CIVICIV 11 I IUUJ LH JIUIIVU 3 A2 FRONT ELEVAT0N 1/4 99 1)-C9 REV DESCRIPTION 1 - 2 - 3 - 4 THE DRAWING AND INFORMATION CONTAINED HERON IS CONFIDENTIAL AND MAY NOT BE USED, REPRODUCED IN WHOLE OR AND/OR IN PART FOR ANY OTHER PURPOSE, OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. ..... nI ..... R O B E R T G R A Y A R C H I T E C T A FLORIDA CORPORATION 16006 SHEUCRACKER RD. JACKSONVILLE FLORIDA — 32226 904.222.1176 rwgray3®gmail.com e� 71 r� 71 I AR15364 %�/ fes•. : ��W\_=- i, �RED...A' G 9/25/2Ql li\\�������`�� THIO ITFAA I4AC PP7PNI Ri(:ITAI I Y CI(_NFII AND SEALED BY ROBERT W. GRAY ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY a��91d�1►1[�K�791� PLAN 2 e Qo SIL �j SHEET A COVER SHEET 9: 32: 44 AM Friday September 25, 2020 20-31 Bartley Residence 20-09-25.dwg Bob 1'-2" OI 1'-g„ ("'_3 COLUMN DETAIL ELEVATION A3 ^ 99 1'_o" 2 A3 INLVV L/ -\r �)IUIINU INLVV UULUIVIIN FEET SDE ELEVATION 1/4 — V— 099 WINDOW INSTALLATION (METHOD B-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. STEPS (I)IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. (2)APPLY SILL FLASHING 3 APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE. © IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. © APPLY BEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD ®APPLY HEAD FLASHING (B)REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. SECTION A THROUGH WINDOW JAMB WRB FLASHING SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. ®APPLY A %" NOM. DIA SECURE WRB ® HEAD D JAMB FLASHING - EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 Nz" (220MM) ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED. BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. (7) HEAD FLASHING APPLY A CONT. SEAL ALONG \ MOUNTING FLANGE AT THE \ HEAD. FLASHING GOES OVER \ MOUNTING FLANGE. EMBED \ BOTTOM OF HEAD FLASHING \ AGAINST SEALANT (FLASHING GOES OVER SEALANT). Al EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. i FASTEN IN PLACE. A FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. (DWEATHER RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW WINDOW FLASHING - N. T. S. EASH NGN.T.S. WEATHER RESISTANT BARRIER GOES OVER THE FLASHING AT THE WINDOW HEAD STRAIGHT FLASHING OVER P.T. WOOD BUCK HEAD LAPS OVER JAMB T STRAIGHT FLASHING -1 "' F - -1 - 2 I I L - -1 1 1 L - -1 1 1 STRAIGHT FLASHING CORNER GUARD J FLEXIBLE FLASHING INSTALLED BEFORE WINDOW WINDOW FLASHING N.T�S� 4.11ZIMLei: INSTALL 4" WIDE SELF ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4" & 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4" SET TRHESHOLD DOOR FLASHING N.T.S. INLVV UULUIVIIN INLVV LHr' --)IUIINU RIGHT SDE ELEVATION 1/4 — V-13" REV DESCRIPTION 1 - 2 - 3 - 4 THE DRAWING AND INFORMATION CONTAINED HERON IS CONFIDENTIAL AND MAY NOT BE USED, REPRODUCED IN WHOLE OR AND/OR IN PART FOR ANY OTHER PURPOSE, OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. ................ R O B E R T G R A Y A R C H I T E C T A FLORIDA CORPORATION 16006 SHEUCRACKER RD. JACKSONVILLE FLORIDA — 32226 904.222.1176 rwgray3®gmail.com 71 71 I AR15364 %�/ fes•. : ��W\_=- .. 9/25/2Ql THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBERT W. GRAY ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY a��91d�1►1[�K�791� PLAN 2 0 e Qo SIL �j SHEET A Q QJ COVER SHEET