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671 Amberjack Ln RES21-0037 SidingOWNER:ADDRESS:CITY:STATE:ZIP: KING ADAM J 671 AMBERJACK LN ATLANTIC BEACH FL 32233-4202 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171190 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 671 AMBERJACK LN RESIDENTIAL SIDING REMOVE STUCCO AND REPLACE WITH HARDIE LAP SIDING $2100.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 2/12/2021 PERMIT NUMBER RES21-0037 ISSUED: 2/12/2021 EXPIRES: 8/11/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 2 of 2Issued Date: 2/12/2021 PERMIT NUMBER RES21-0037 ISSUED: 2/12/2021 EXPIRES: 8/11/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L____I ____JI DESCRIPTION ACCOUNT QTY PAID PermitTRAK $101.50 RES21-0037 Address: 671 AMBERJACK LN APN: 171190 0000 $101.50 BUILDING $65.00 BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN REVIEW $32.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14880 $101.50 Printed: Friday, February 12, 2021 4:05 PM Date Paid: Friday, February 12, 2021 Paid By: KING ADAM J Pay Method: CREDIT CARD 423079760 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14880 ~+; CENTRALSQUARE RES21-0037 ~~· Building Permit Application ~ ~;uu., f.Jf--J1 City of Atlantic Beach Building Department rf' ,.~ 800 Seminole Road, Atlantic Beach, FL 32233 Phone : {904) 247 -5826 Email : Build i ng-Dept@c o a b.u s Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 671 Amberjack Lane PerrrJ,.i.t !'J.umber -1 __________ _ . R O)q._l Y Cf/Yn S Lega l Description Residence ,30 -<aO / 7 -25 -79 E LO t V B/1( s RE# f 7 // qo -0 0 00 Valuation of Work (Replacement Cost)$ $2,100 Heated/Cooled SF ____ Non-Heated/Cooled. ____ _ • Class of Work: IXINew □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed struct ure(s): □Commercia l IX!Residential • If an existing structure, is a fire sprinkler system installed?: □Yes IX!No • Will treelsl be removed in association with nrooosed oroiect? □Yes /must submit seoarate Tree Removal Perm it\ D!!No Describe in detail th e type of work to be performed: Remove existing 3/4" of stucco and replace with furring strips and hardie lap per attached plan. Flo rida Product Approval # _ __,_F_,L=-1..:...3:::::.....:..1.=.9=2 _____________ for multiple products use product approval form Property Owner Information Name Adam King City Atlantic Beach E-Mail ajking47@yahoo .com State FL Address 6 71 Amberjack Lane Zip 32233 Phone 904-333-8701 Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) __________________ _ Contractor Information f "Owner" u 1·t · Name o Company -----"-...;...;..c-'-"-'----------ua I y1ng Agent _______________ _ Address City ________ State ___ Zip _____ _ Office Phone Job Site Contact Number ______________ _ State Certification/Registration# E-Mail. _____________________ _ Architect Name & Phone# _________________________________ _ Engineer's Name & Phone# _________________________________ _ Workers Compensation Insurer _______________ OR Exem pt o Expirat ion Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installati on has commenced prior to the issuance of a permit and that al l work will be performed to meet the standards of all the laws regulating construction in this j urisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMB ING , SIGNS, WELLS, POOLS, FUR NACES, BOILERS, HEATERS, TAN KS, and AIR CONDITIO NERS, 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 addit iona l permits required from other governmenta l entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAV IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable l aws regu lating 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 RECORDING YOUR NOTICE OF COMME EMENT. ~~by.AdMIJ K,ig /\ ,,I d ~-Otte-us. H.U0ffi 7IAQ ~\":'-~,,~,...._~-.___,F71W.--+-_=---·----------------( 1gnaL ........ -r.1011~mAgent) (Signature of Contractor) ~anally Known OR I I Produced Identification Type of Identification: Signed and sworn to (or affirmed) before me this __ day of ____ _, ___ __, by __________ _ _ .• -;,_-...'if-.~~¾,;" TONI GINDLESPERGER I [.(~··:•;, MY COMMISSION II GG 353178 I o~•~:i.i EXPIRES: October 6, 2023 T ·-.:~r.r~•••' Bonded Thru Notary Public Underwnters ersonally Known OR roduced Ident ification {Signature of Notary) e of Id entification : _____________ _ RES21-0037 Owner Builder Affidavit City of Atlantic Beach Building Department 800 Semi nole Rd , Atl an tic Beac h, FL 3 2 233 **ALL INFO RMATION HI GHLI GHTED IN GRAY IS REQUIRED . Phone: (904) 24 7-5 826 Email: Building-Dept@coab.us PERM IT #: ______ _ I. FLORIDA STATUTES ; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING " REQUIRES OWNER/ BU ILDER 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 BUI LT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW Will PRESUME THAT YOU BUil TIT FOR SALE OR LEASE , WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PER SON A S YOUR CONTRACTOR . YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS . IT I S YOUR RESPON SIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAV E LI CEN SES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICEN SING ORDINANCES. II. INJURY LIABILITY; SI NCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUI LDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING ; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLD I NG TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEI R 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 ASCERTAI N IF A PERSON IS A LICENSED CONTRACTOR . CONTACT THE BUILDING DEPARTMENT (904 - 247-5826 OR BUILDING -DEPT@COAB.US ) IF I N 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 PERM IT. Job Address: 671 Amberjack Lane Atlantic Beach , Fl 32233 Owner Name:Adam J Kin g Mailing Address : 671 Amberjack Lane .,.....,...., .... , ... City: Atla ntic Beach Phone Number: -'-(9_0.....:4 )_3_33_-_87_0_1 ____ _ State: ..:..F..;...I ___ Zip: 32233 N otarized Si gnature of Owne r Adam J Kin~g.:=-:::.--~' ... ::-----.L.....f=,-------------------- fore oing instr ment was acknowledged before me this 2 _!.}Personally Known OR [ ] Produced Identification Type of Identificat ion : --r.~~~~~~~~==!!!:!!!7'------ A~YJ~.. TONI GINDLESPERGER /f.·&··.~ \ MY COMMISSION# GG 353178 \;. . .:;} EXPIRES: October 6, 2023 ·--~~?.-~f~f··· Bonded Thru Notary Public Uoderwmers pdoted 10/24/18 APPLICABLE CODES FLORIDA BUILDING CODE 2017 (RESIDENTIAL) FLORIDA MECHANICAL CODE 2017 NATIONAL ELECTRICAL CODE 2017 FLORIDA EXISTING BUILDING 2017 - LEVEL 1, 2 & 3 ALTERATIONS OCCUPANCY: GROUP R-3, RESIDENTIAL CONSTRUCTION TYPE: FBC: TYPE V-B UN-PROTECTED, UN-SPRINKLERED SQUARE FOOTAGE INFO: NEW COVERED PORCH AREA: 123 sf NEW ADDITION - PLAY ROOM: 317 sf NEW ADDITION TOTAL AREA: 430 sf SCOPE OF WORK: NEW ADDITION TO AN EXISTING RESIDENCE: A CONDITIONED PLAYROOM, AND A NEW COVERED PORCH PERVIOUS AREA: TOTAL LOT SURFACE AREA:7,500 sf EXISTING LOT COVERAGE:2,421 sf IMPERVIOUS NEW ADDITION - LOT COVERAGE: 316 sf IMPERVIOUS NEW TOTAL LOT COVERAGE: 2,737 sf IMPERVIOUS NEW PERVIOUS AREA (7,500sf - 2,737sf): 4,763 sf PERVIOUS NEW TOTAL PERVIOUS AREA: (4,763/7500): 64% NEW TOTAL IMPERVIOUS AREA: (2,7373/7500): 36% CODES: FLORIDA BUILDING CODE 2010 & ASCE-7010 ULTIMATE DESIGN WIND SPEED Vult 130 MPH WIND IMPORTANCE FACTOR 1=1.0 BUILDING RISK CATEGORY CATEGORY I I WIND EXPOSURE C ENCLOSURE ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT GCpi: +.18 OR -.18 WIND PRESSURE TO COMPONENTS & CLADDING END ZONE = 15'-0" WALL ZONE AREAS (SF) WIND LOADS (PSF) NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 10 20 50 100 10 20 50 100 + 41.3 + 39.3 + 37.1 + 35.1 + 41.3 + 39.3 + 37.1 + 35.1 POSITIVE NEGATIVE INTERIOR END ZONE - 44.7 - 42.8 - 40.5 - 38.6 - 55.0 - 51.2 - 46.6 - 42.8 WIND LOAD NOTES: 22'-7" NEW 1- STORY ADDITION 5'-5" 1 5 ' - 7 " 1 3 ' - 6 " N E W C O V E R E D P O R C H 2 2 ' - 1 0 " F I E L D V E R I F Y GENERAL NOTES 1. ALL WORK SHALL BE DONE BY A LICENSED CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL ERROR, VARIANCES, AND/OR CONFLICT EXISTS, OR CONDITIONS ARE ENCOUNTERED THAT ARE NOT COVERED IN THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING BEFORE COMMENCING THAT PORTION OF THE WORK. 3. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR INSTALLATION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. HE OR SHE SHALL ALSO BE RESPONSIBLE FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 4. THE CONTRACTOR OR SUPPLIER OF MATERIALS OF BUILDING COMPONENTS SHALL BE RESPONSIBLE TO FIELD VERIFY ALL MEASUREMENTS PRIOR TO STARTING ANY WORK OR ORDERING MATERIALS. IF THERE IS ANY DISCREPANCY IN THE MEASUREMENTS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. STRUCTURAL NOTES I. GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATED TO CONSTRUCTION BY MAKING FIELD MEASUREMENTS PRIOR TO COMMENCING WORK. 2. TEMPORARY SHORING AND BRACING FOR CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. ALL EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. II. CODE 1. FLORIDA BUILDING CODE 2017, 6TH EDITION; AND ASCE -7-10 III. DESIGN LIVE LOADS 1. ROOF LIVE LOADS----------------- 20 PSF 2. FLOOR ------------------------------ 40 PSF IV. DESIGN WIND LOADS 1. SEE WIND LOAD NOTES V. FOUNDATIONS 1. PLACE GRANULAR FILL IN 12" LAYERS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY AS DETERMINED BY ASTM D-1557. 2. DEWATER AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE DRY AT THE TIME OF CONCRETE PLACEMENT. 3. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, PIERS AND WALLS. 4. ALLOWABLE SOIL BEARING 2.500 PSF. VI. CONCRETE 1. THE LATEST EDITIONS OF THE FOLLOWING STANDARDS SHALL APPLY: ACI 318 (CODE) ACI 304 (PLACING) ACI 306 (WINTER CONCRETING) ACI 315 (DETAILING) ACI 305 (HOT WEATHER CONCRETING) ACI 347 (FORMWORK) ACI 211.1 (MIX COMPRESSIVE) 2. THE REQUIRED CONCRETE STRENGTH BASED ON AN AGE OF 28 DAYS FOR ELEMENTS IN THE STRUCTURE SHALL NOT BE LESS THAN: 3000 PSI. 3. MIX PROPORTION AND DESIGN: PROPORTIONS, MIXES, COMPLYING MIX DESIGN PROCEDURES SPECIFIED IN ACI 301. A. LIMIT OF FLY ASH (ASTM C808 TYPE C OR F) TO NOT TO EXCEED 25% OF PORTLAND CEMENT (ASTM C150 TYPE 1 OR 2) CONTENT BY WEIGHT. DO NOT USE FLY ASH IN CONJUNCTION WITH BLAST FURNACE SLAG. B. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: 1. WATER-CEMENT RATIO --------- 0.55 MAXIMUM 2. AIR INTRAINMENT (ASTM C 260): 3% ± 1%. C. SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT A POINT OF PLACEMENT AS FOLLOWS: 1. RAMPS AND SLOPING SURFACES: NOT MORE THAN 3 INCHES. 2. OTHER CONCRETE: 4" ± 1". D. FINE AND COARSE SHALL BE PER ASTM C33. 4. SITE ADDED WATER IS PERMITTED WITHIN THE FIRST 15 MINUTES AFTER THE TRUCK ARRIVES ON THE JOB PROVIDED THAT THE WATER CEMENT RATIO AND THE SLUMP LIMITS ARE NOT EXCEEDED, HOWEVER NOT MORE THAN ONE GALLON OF WATER PER CUBIC YARD OF CONCRETE MAY BE USED TO ADJUST THE MIX AT THE JOB SITE. 5. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING EQUIPMENT. 6. DOT NOT PLACE CONCRETE DURING RAIN OR IF ANY RAIN IS LIKELY TO OCCUR PRIOR TO CONCRETE HARDENING. 7. EPOXY ADHESIVE FOR FASTENING BOLTS, REBAR, OR DOWELS IN CONCRETE SHALL BE EITHER RAMSET EPCON CERAMIC 6 OR HILTI HY 150. 8. CRSI AND ACI STANDARDS APPLY. 9. ALL DEFORMED BARS SHALL CONFORM TO ASTM A615, GRADE 60. 10. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 11. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS PRIOR TO FABRICATING REINFORCING STEEL. 12. LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS SPACING PLUS TWO INCHES. 13. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. 14. REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL OR SHALL BE PLASTIC COATED. 15. WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 50 BAR DIAMETERS. VII. WOOD ALL STRUCTURAL LUMBER SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS. ALL LOAD BEARING STUDS SHALL BE NO. 2 SPF OR BETTER (UNO). ALL LOAD BEARING HEADERS AND BEAMS TO BE MIN. NO. 2 SYP (UNO). ALL DBL PLATES IN VERTICAL FRAMING SHALL LAP SPLICED DBL TOP PLATE SYP NO.2. BOTTOM PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED ALL RAFTERS AND JOISTS SHALL BE NO. 2 SYP OR BETTER (UNO). NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. PRESSURE TREAT ALL WOOD WITH WATER-BORNE PRESEVATIVES ALL LUMBER FOR SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO WEATHER OR EARTH. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREMENTS OF AWPB STANDARDS C2 AND LP-22. ALL METAL FASTENERS AND CONNECTORS INSTALLED IN PRESSURE TREATED LUMBER SHALL BE PROTECTED IN ACCORDANCE WITH TABLE 4.1-1 BELOW T1 SCALE DRAWN BY CHECKED BY SHEET TITLE SHEET # AS NOTED SV GV DATE 07/26/2019 TITLE SHEET KI N G VE R M E Y A R C H I T E C T 42 0 S . T H I R D S T . 2 4 6 - 1 1 5 0 JA C K S O N V I L L E B E A C H , F L O R I D A A V V A V A V A REVISIONS DATE NE W A D D I T I O N T O T H E K I N G R E S I D E N C E PROJECT LOCATION RES21-0037 NEW MONOLITHIC FOOTING W/2 #5 REBAR CONT. #5 DOWELS @ 32" O.C W/6" EMBEDMENT EACH SIDE W/EPOXY EXISTING HOUSE FOUNDATION 15 ' - 7 " 13 ' - 6 " EXISTING HOUSE FOUNDATION EXIST. RESIDENCE NEW 4" CONC SLAB W/6x6 - 10/10 WWM OVER 6 MIL VAPOR BARRIER, OR FIBERMESH CONCRETE, -OVER POISONED WELL COMPACTED FILL 22'-7" 5' - 5"1' - 6 " 18 ' - 0 " 1'-8" 1' - 8 " 1'-8" 1' - 8 " EXIST. WINDOW TO BE REMOVED AND RELOCATED. EXTEND OPENING TO FINISHED FLOOR 5' - 3 " 15 ' - 7 " S 5' - 3 " 3' - 0 " 13 ' - 6 " 8'-312"6'-0"8'-312" 22'-7" NEW LOCATION OF EXIST WINDOW S S NEW 3'x7' DOOR EXIST. POST TO REMAIN 1' - 6 " 3' - 4 " NEW PT 6x6 POST W/DECORATIVE WRAP (SEE ELEVATIONS) EXIST. POST TO REMAIN EX I S T . C O N C . WA L K W A Y EXIST. CARPORT NEW 3'x3' WINDOW NEW 3'x3' WINDOW NEW 3'x3' WINDOW 5'-5" 3' - 6 " 3' - 0 " 4' - 1 " 3' - 0 " 2' - 0 " 2' - 1 " NEW PT 6x6 POST W/DECORATIVE WRAP (SEE ELEVATIONS) EXIST. RESIDENCE EXISTING ROOF OVERHANG EXIST ROOF OVERHANG S NEW POWER RECEPTACLE NEW SURFACE MOUNTED LIGHT FIXTURE, BY OWNER LIGHT SWITCH CEILING FAN/LIGHT COMBO SYMBOL LEGEND EXISTING HOUSE NEW COVERED PORCH NEW ADDITION EXISTING HOUSE EXISTING CARPORT NEW COVERED PORCH NEW PLAY ROOM ADDITION DECORATIVE COLUMN WRAP BY OWNER NEW 6x6 PT POST EXISTING RIDGE NEW (2)- 2x10 RIDGE BEAM NEW (2)- 2x10 RIDGE BEAM NEW 2x8 LEDGER @ OVERFRAME RAFTER, SEE DETAIL 4/A2 NEW PREFAB TRUSSES NEW ROOF EAVE TO MATCH EXIST EXISTING ROOF TO REMAIN EXISTING COVERED CARPORT TO REMAIN NEW 2x6 ROOF FRAMING @ 24" OC W/COLLAR TIES, SEE DETAIL 6/A2 1'-4"1'-4" 6" EXISTING ROOF EDGE A1 SCALE DRAWN BY CHECKED BY SHEET TITLE SHEET # AS NOTED SV VE R M E Y A R C H I T E C T 42 0 S . T H I R D S T . 2 4 6 - 1 1 5 0 JA C K S O N V I L L E B E A C H , F L O R I D A A V V A V A V A GV DATE 07/26/2019 FOUNDATION, FLOOR PLAN, ROOF FRAMING PLAN REVISIONS DATE KI N G NE W A D D I T I O N T O T H E K I N G R E S I D E N C E A2 1 TYP A2 2 TYP A2 5 A2 5 ► f---+ I I L __ _L r _/ ◄ --~•~-~-L --------------------------------1 .... '-..../ C ~ ----I I I I I I I I I I I I I I I L ___________________ _ _[ __ --c --------- I _/ ' ------i----- ---------------------------------------------r------ ,.__-+---------------+---------<~ e FOUNDATION PLAN SCALE: 1 / 4" = 1' -0" \ t::----I t:: ~ -I I ~ B f-'-'-~ I I I I I -f--~ I I t=-I I I I I I -~-f--~ I I ,,--"' I I LJ LJ I I [□ I I I I I I I I I I ' l I __/ ~B~ ~ ~ WEST ELEVATION SCALE: 1 / 4" = 1 '-0" I -r--... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l '°'--________ 7 I L _____ _ I I r i _cr-----r-------- 1 I r 1---;--±=--=t--;--J: FLOOR PLAN & ELECTRICAL INFO SCALE: 1 / 4" = 1 '-0" ~ ' c- E3 E3 ~~ \ ' ' ::::::-----, ' I -- II SOU TH ELEV A Tl ON I ---------=:::: _/ -----7 I I I r---------------------------------- / . I I I I I I I I I I I ' I I I I I I I I I V I :1/' )1: I I I I I I I I I I I : I V] I LJ I I L----------------------W-4------ , I I I I I I I I I I I ----.. H I ! ! I I I I I I I I H I I I I I I I I C-! _/ j I I I I I I I : I H,,_,--,, j I I I I I I I 'i I I ! ! I I I I I I ' I I I I I l L ___________________ J_______ ------c-------------------~ ! ROOF FRAMING PLAN SCALE: 1 / 4" = 1 '-0" I - -I B B SCALE: 1 / 4" = 1 '-0" ,. "l "l N N "l w z_j <l'. LL _J ~I uU <l'. <l'. -:,W Ct'. [D WU [O_ ~I- <{ z <l'. ~_J l'--1- <D <l'. NEW MONOLITHIC FOOTING W/2 #5 REBAR CONT. #5 DOWELS @ 32" O.C W/6" EMBEDMENT EACH SIDE W/EPOXY EXISTING HOUSE FOUNDATION 15 ' - 7 " 13 ' - 6 " EXISTING HOUSE FOUNDATION EXIST. RESIDENCE NEW 4" CONC SLAB W/6x6 - 10/10 WWM OVER 6 MIL VAPOR BARRIER, OR FIBERMESH CONCRETE, -OVER POISONED WELL COMPACTED FILL 22'-7" 5' - 5"1' - 6 " 18 ' - 0 " 1'-8" 1' - 8 " 1'-8" 1' - 8 " EXIST. WINDOW TO BE REMOVED AND RELOCATED. EXTEND OPENING TO FINISHED FLOOR 5' - 3 " 15 ' - 7 " S 5' - 3 " 3' - 0 " 13 ' - 6 " 8'-312"6'-0"8'-312" 22'-7" NEW LOCATION OF EXIST WINDOW S S NEW 3'x7' DOOR EXIST. POST TO REMAIN 1' - 6 " 3' - 4 " NEW PT 6x6 POST W/DECORATIVE WRAP (SEE ELEVATIONS) EXIST. POST TO REMAIN EX I S T . C O N C . WA L K W A Y EXIST. CARPORT NEW 3'x3' WINDOW NEW 3'x3' WINDOW NEW 3'x3' WINDOW 5'-5" 3' - 6 " 3' - 0 " 4' - 1 " 3' - 0 " 2' - 0 " 2' - 1 " NEW PT 6x6 POST W/DECORATIVE WRAP (SEE ELEVATIONS) EXIST. RESIDENCE EXISTING ROOF OVERHANG EXIST ROOF OVERHANG S NEW POWER RECEPTACLE NEW SURFACE MOUNTED LIGHT FIXTURE, BY OWNER LIGHT SWITCH CEILING FAN/LIGHT COMBO SYMBOL LEGEND EXISTING HOUSE NEW COVERED PORCH NEW ADDITION EXISTING HOUSE EXISTING CARPORT NEW COVERED PORCH NEW PLAY ROOM ADDITION DECORATIVE COLUMN WRAP BY OWNER NEW 6x6 PT POST EXISTING RIDGE NEW (2)- 2x10 RIDGE BEAM NEW (2)- 2x10 RIDGE BEAM NEW 2x8 LEDGER @ OVERFRAME RAFTER, SEE DETAIL 4/A2 NEW PREFAB TRUSSES NEW ROOF EAVE TO MATCH EXIST EXISTING ROOF TO REMAIN EXISTING COVERED CARPORT TO REMAIN NEW 2x6 ROOF FRAMING @ 24" OC W/COLLAR TIES, SEE DETAIL 6/A2 1'-4"1'-4" 6" EXISTING ROOF EDGE A1 SCALE DRAWN BY CHECKED BY SHEET TITLE SHEET # AS NOTED SV VE R M E Y A R C H I T E C T 42 0 S . T H I R D S T . 2 4 6 - 1 1 5 0 JA C K S O N V I L L E B E A C H , F L O R I D A A V V A V A V A GV DATE 07/26/2019 FOUNDATION, FLOOR PLAN, ROOF FRAMING PLAN REVISIONS DATE KI N G NE W A D D I T I O N T O T H E K I N G R E S I D E N C E A2 1 TYP A2 2 TYP A2 5 A2 5 ► f---+ I I L __ _L r _/ ◄ --~•~-~-L --------------------------------1 .... '-..../ C ~ ----I I I I I I I I I I I I I I I L ___________________ _ _[ __ --c --------- I _/ ' ------i----- ---------------------------------------------r------ ,.__-+---------------+---------<~ e FOUNDATION PLAN SCALE: 1 / 4" = 1' -0" \ t::----I t:: ~ -I I ~ B f-'-'-~ I I I I I -f--~ I I t=-I I I I I I -~-f--~ I I ,,--"' I I LJ LJ I I [□ I I I I I I I I I I ' l I __/ ~B~ ~ ~ WEST ELEVATION SCALE: 1 / 4" = 1 '-0" I -r--... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l '°'--________ 7 I L _____ _ I I r i _cr-----r-------- 1 I r 1---;--±=--=t--;--J: FLOOR PLAN & ELECTRICAL INFO SCALE: 1 / 4" = 1 '-0" ~ ' c- E3 E3 ~~ \ ' ' ::::::-----, ' I -- II SOU TH ELEV A Tl ON I ---------=:::: _/ -----7 I I I r---------------------------------- / . I I I I I I I I I I I ' I I I I I I I I I V I :1/' )1: I I I I I I I I I I I : I V] I LJ I I L----------------------W-4------ , I I I I I I I I I I I ----.. H I ! ! I I I I I I I I H I I I I I I I I C-! _/ j I I I I I I I : I H,,_,--,, j I I I I I I I 'i I I ! ! I I I I I I ' I I I I I l L ___________________ J_______ ------c-------------------~ ! ROOF FRAMING PLAN SCALE: 1 / 4" = 1 '-0" I - -I B B SCALE: 1 / 4" = 1 '-0" ,. "l "l N N "l w z_j <l'. LL _J ~I uU <l'. <l'. -:,W Ct'. [D WU [O_ ~I- <{ z <l'. ~_J l'--1- <D <l'. EFFECTIVE AUGUST 2007 JHXXXXXX-P1/2 7/31/07 starter strip(same as plank) furring stripsto accommodatesiding fastenerlength CMU wall spaced 16” or 24” O.C. Hardieplank™ lap siding 6” clearanceto grade trim • Refer to NER 405. starter strip Hardieplank™ lap sidingnailed directly to Block walls trim CMU wall 6” clearanceto grade • Refer to table on next page for fastener type and fastener spacing. Method 1 - Over Furring Method 2 - Direct to Block Hardieplank™ Lap Siding and XLD® Trim with Masonry Construction James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardiebladeTM saw blade and dust-reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly-fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 SUPPLEMENTAL TO HARDIEPLANK™ LAP SIDING INSTALLATION REQUIREMENTS IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. 1. Scope This document covers the application of Hardieplank™ lap siding to masonry construction complying with local building codes, using Concrete Masonry Units (CMU) complying with ASTM C 90. This document is supplemental to the Hardieplank lap siding installation requirements (all the general requirements prescribed in that document must be followed). 2. Methods of Attachment of Siding 1. Attach over furring with adequate thickness to allow attachment with approved fastening methods according to local building codes and code compliance documentation. Furring must be attached to ensure it can transfer the wind loads on the siding back to the structure. 2. Attach directly to masonry with approved fastening methods according to local building codes and code compliance documentation. • Refer to and follow local building codes for water resistive barrier requirements. RES21-0037 ~-JamesHardie 1 r L WARNING: AVOID BREATHING SILICA DUST Additional Installation Information, Warranties, and Warnings are available at www.jameshardie.com JHXXXXXX-P2/2 7/31/07 © 2007 James Hardie International Finance B.V. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie International Finance B.V. is a registered trademark of James Hardie International Finance B.V. Aerosmith is a registered trademark of HKN International, LLC. 3. Methods of Attachment of XLD® Trim XLD® trim can be attached using hardened finish nails designed for masonry. For additional information, refer to Hardietrim™ XLD Boards Installation Requirements. B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 100 mph 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 110 mph 40 24 22 19 24 19 16 23 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 120 mph 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 130 mph 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 140 mph 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 150 mph 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 Notes to Table: 1. Fasteners shall be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25-in. long) or Max System block Nail (CP-C 832 W7-ICC, head dia. = 0.30 in., shank dia. = 0.15 in., length = 1.3 in.) or Aerosmith® block nail (5323HP, head dia. = 0.30 in., shank dia. = 0.144 in., length, 1.25in.) . 2. Maximum basic wind speed shall be 150 mph. 3. Interpolation to address building height and other plank widths is permitted. 4. The lap conceals the fasteners of the previous course (Blind Nailed). 5. 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s Basic Wind Building Speed Height <6½-inch wide 7¼- & 7½-inch wide 8- & 8¼-inch wide 9¼- & 9½-inch wide (feet) Exposure Exposure Exposure Exposure ICC – IBC® & IRC®/2006 Allowable Fastener Spacing (in.) Hardieplank™ Lap Siding fastened to ASTM C 90 Concrete Wall blind nailingsiding fastener furring strip toaccommdate sidingfastener length masonryfastener face nailingsiding fastener masonrysiding nail Hardieplank™ lap siding RECOGNITION: In accordance with the 2006 International Building Code® and 2006 International Residential Code® for One- and Two-Family Dwellings HardiePlank™ Lap Siding is recognized as fiber-cement siding. Supplementary code compliance details are found in ICC-ES Legacy Report NER-405. ~®JamesHardie