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655 Sailfish Drive RESO24-0013 PermitOWNER:ADDRESS:CITY:STATE:ZIP: BRYCE BROWNING 665 SAILFISH DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171225 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 665 SAILFISH DR RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER Frame out and enclose carport $500.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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: 3/6/2024 PERMIT NUMBER RESO24-0013 ISSUED: 3/6/2024 EXPIRES: 9/2/2024 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $261.50 2 of 2Issued Date: 3/6/2024 PERMIT NUMBER RESO24-0013 ISSUED: 3/6/2024 EXPIRES: 9/2/2024 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $261.50 RESO24-0013 Address: 665 SAILFISH DR APN: 171225 0000 $261.50 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $55.00 BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN REVIEW $27.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R26410 $261.50 Printed: Wednesday, March 6, 2024 3:51 PM Date Paid: Wednesday, March 06, 2024 Paid By: BRYCE BROWNING Pay Method: CREDIT CARD 10151328598 1 of 1 Cashier: AG Cash Register Receipt City of Atlantic Beach Receipt Number R26410 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: ____________________________________________________ Permit No. ___________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION _____________________________________________________ Permit Type Revision Request/Correction to Comments ALL INFORMATION rt""'`' HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 1 S a LI -00 i3Phone: (904) 247-5826 Email:PERMIT#: t`e O 51 Revision to Issued Permit OR Corrections to Comments Date: O (3 l L L Project Address: (S `SC\i f 1 S C Q., kQ\3 Contractor/Contact Name: 1 , C\I (._e___ 0 L i Contact Phone: dI` L) Email: bc\iLe_bs-oli)(1lA,y O 0, i I, C Opn Description of Proposed Revision/Corrections: Li\0 A,k C:-CAMIA) A.r(illrIt ) V c`} `.C, SS'iinlilY affirm the revision/correction to comments is inclusive of the proposed changes. Printed name) Will proposed revision/corrections add additional square footage to original submittal? VNo Yes (additional s.f. to be added: Will proposed revision/corrections add additional increase in building value to original submittal? F_XNo *Yes (additional increase in building value: $ Contractor must sign if increase in valuation) Signature of Contractor/Agent: Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 741 r101131)II0)\te9.41rint!?5!"7i If os rift)iwar L 3,1(• 1, I". 304 prtr,- 14.-:. ;,;,t0;v• jokl it, y 3 d x T v; (ter T V o 1 r-- 0 e. y a C)- 1--, v x 40z a 4 CA d = L E u. V J 4 3 •M .• G. 0 r Vx 1. Z.' L t I\ --or" o --__A- j 8 c V t.... \. 1 Dryowl t.V r,d i , 1. OJ oLAPJr„ BUILDING PERMIT APPLICATION FOR INTERNAL OFFICE USE ONLYs City of Atlantic Beach Building Departmentsl PERMIT# ( FSC.) 2y WI 800 Seminole Road, Atlantic Beach, FL 32233 ALL information required to process r:`' Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address 66S SC1'IV15I\ pc\ie_ EUS{' . -1) 'a-Nfe,33 RE# 11 5-O/2 . Legal Description 3°— 6 b I 7 —NC `o`61 £ p 1,cyc I PGt I iyi' 00-1 1. I-04- 7 '!'c(4 , Valuation of Work(Replacement Cost) Qb Heated/Cooled SF Non-Heated/Cooled SF `)Na.3 Class of Work: New Addition Alteration 1=1 Repair El Move Demo Pool Window/Door Use of existing/proposed structure(s): Commercial NResidential •If existing structure, is a fire sprinkler system installed?:Yes No Will tree(s)be removed in association with proposed project? Yes (Must submit separate Tree Removal Permit) jNo Describe in detail the type of work to be performed: 1`W C d(A and Q. GIoSe car ?or-+- Florida Product Approval# For multiple products use Product Approval Information Sheet) Property Owner Information Name (> - cc r pt,),n Phone f P1-14(9A4-,1_ 5/ p, Ft_ 3a7- a i Address(jc to S SGI;I tll Si \ !Q, ea S4' City T1-1 ((x 4-,L jeack State T L Zip 3,44_3333 Email h,y,,.b(q ,G 4.4/ner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor InformatioJn fNameof'Company b r is e b r'o w n i r el y Phone Address City C- moi 1v " •C-OalState Zip Qualifying Agent State Certification/Registration# Email Job Site Contact Number Worker's Compensation Insurer OR Exempt Expiration Date Architect's Name Email Phone Engineer's Name Email Phone 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 befound in the public records of this city/county,and there may be additional permits required from other governmental entities such as water management districts,state agencies, orfederal 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 YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE SITE OF THE IMPROVEMENT BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ORNEY BEFORE : CORDING YOUR NOTICE OF COMMENCEMENT. Si:•. : • •wner or Agent) iJ Signature of Contractor) Signed and sworn to(or affirmed)before me this 1 1 day of Signed and sworn to(or affirmed)before me this day of e.' A 1 by '1'Pi • 3 milk-h./IA by Signature of Notary J Signature of Notary Personally K wn OR [,oduced Identification Personally Known OR [ ] Produced Identification Type of Identification: .J'(„ 10 L-- Type of Identification: v 4 VANESSA ANGERS i ;L,:: MY COMMISSION#HH 244118i -- EXPIRES:March 23,2C26OFF°•' Owner Builder Affidavit ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 12 .5029-003 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 REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE 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 BUILDING-DEPT@COAB.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: IU ScI I c j f Owner Name: b C `f CC C OtAMISV Phone Number: CI 0 tf (2.o Mailing Address: bc7c 5 C1:ItAk Qt Fa.5(City: WL )(.State: \L Zip: 043 Notarized Signature of Owner The foregoing instrument was acknowledgedbefore me this ' day of e.,byV I , 20 ?Li in the State of Florida, County NV Ai Signature of Notary Public Personally Known OR [ Pr6duced Identification VANESSA ANGERS Type of Identification: 11 01- RI Lice 1 Pv1),-,)r1.\-' AY COMMISSION#HH 244118 Q° EXPIRES:March 23,2026 Updated 10/24/18 yam,.-— CDS lsk 1-( r P ooC Qoa - - _ - _ _ — _ ex:c4 3^ ' --- u" s-tet, i (ccddl 3 1b° Co a-11X11 Pest C 0,r- r6 I P L I in G 3 c.z;SF 4 Xy Posf Leave_ d c)e t\ fout•Acki-oR Moes: u):11 Qovf 4411" O ve,d watt -to ez;S+'j Rlivf1/44041 d • w.t ‘ c (Add:k W(ALA tecM; te bona 3 ko eyic{;r CO,(?or t. Rdd c c.bc,r liv‘,40w S and 4- Door ru(‘‘. '4 C ucPor-' w!<< bC L 1.Ck On a PLOT PLAN OF LOT 7, BLOCK 6, ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30, PAGES 60 AND 60A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. III 1 D POINT OF 1 to CURVATURE 1 1 4 1ut1 r Z1z11 z IzdI"m I r1 11 1 r Z Z 1 u. W 1 R M in S LOTS 118 0 fl''-,i.:':"v 1 I Zz ZVD o a\ 1 tA 1^ I c FIELD) 1RDN z r z 99.86 , oi,' FDUNo 1\1' CO-I Rt. 1 N82'43'55"g~E 3.s 100.00 PIPE NO CAP CO g rn X sr 4 2 D x IRDN N82'43 _ 17.5ENCS4 XI . 136 q•1 0 FOUND4O CAP 4 MAIN UNK 22_ P,PE1111111°11II- Uf11`IE'MAY L i 12.19 12.7X i O tin.-Xil.5 1113.7 13.4 N x.14.0'X 13.44 2 .0' J 17.5' V112.01 ,2.6X X1 CO c ETE x13.6 __ 13.6- co 1 . 0 12.3 12.45 C/ X13.4 13.4 m ARCH 0 1 9' -1 O 12 76 13.26Cn 1]. / 34.,. 4- [au _- 1 i _1(J t2. 29.2 '"'_7 % X13.7 X13.4 131t7 C=' m7313.27%\1 K 13.7 . 1 xX3" N 11.95 13.41 j\ N 1&0 I CL 1•32-4Z013.49 g 3.94 13.79 I T, T'r1 O 0 0 I NX12.4 xIJ.D 13 2 Z 3 J /'-,teefic.0 1-.+xcH I m N). ez 01 e < N I T1 0 0 3.87 18.0' x13.5 h37 • m 0 Z1Q i' X13.81 I 0 1?.X13.1 13.8 CP X13.85 1 Ov X72. 74 .92 ,! 9. Q I D i Z x,3.5 It3.7 1S.6 I J 13.7 3.6 • X1 J.5 1 X 1 G12.5X X12.8 4.T 0.1' FWNO IRON p.3' 1 T" 1.6 29.0' X PAO 533.8% 135 X6 X13.7 PIPE HO CAPJOIJ.S 3.8 v 13.•4' C AIN UNK FE6 W••p FENCE I13.. x 13.. 13 1 ELD) X12.09 I!,84 0 t, P°E'Oj40\C RON S8 843 6aW 99,75( I00 Ii 0) 1 1 1 1 \ 1 LOT 6 ACC21-0036 1 IOT COVFRAGF LOT AREA = 7,500 SQUARE FEET EXISTING BUILDING AREA = 1,088 SQUARE FEET NOTES: EXISTING CONCRETE AREA = 481 SQUARE FEET TSIS IS A PLOT PLAN ONLY. DETACHED GARAGE AREA= 308 SQUARE FEET1. 2. BOUNDARY DATA PER BOATWRIGHT LAND SURVEYORS NOVERED PORCH 176 SQUARE FEET FILE NUMBER 2020-380, DATED APRIL 8, 2021. NEW CONCRETE DRIVEWAY = 591 SQUARE FEET N 3. BEARINGS BASED ON THE NORTHERLY LINE OF LOT 7, NEW SCREENED PORCH = 234 SQUARE FEET II BEING NORTH 82'43'58" EAST, AS PER PLAT. TOTAL IMPERVIOUS AREA = 2,878 SQUARE FEET 4. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY A CLOSED LEVEL LOOP FROM CONCRETE MONUMENT PROPOSED LOT COVERAGE = 38.4% DESIGNATED "P 688" (ELEVATION = 12.59' NAVD Q1988DATUM). THIS PLOT PLAN IS CERTIFIED TO: U 5. 25' BUILDING RESTRICTION LINE AS PER PLAT. JEFFREY A. KERR CONSTRUCTION. INC. In 6. 5' EASEMENT AS PER PLAT. THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0408J, REVISED NOVEMBER 2. 2018 FOR DUVAL COUNTY, FLORIDA. JASON D. B ATWRIGHT, F.S.M. No7 VAUO SET THE SIGNATURE AND THE ORIGINAL RAISEDISEDSEN.OFA FLORIDA LICENSED FLORIDA LICENSED SURVEYOR AND MAPPER No. LS 7292 SURVEYOR AND MAPPER.. FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: JOB 1500 ROBERTS DRIVE DATE: APRIL 8, 2021 FILE 2021-0380-z JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF REF: 2004-0390 7 Wil!%re, A' it "Ak PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) is'>Y i _11 Project Address: (C '5 sq,'( k S h Qc ' C. E USS' J J Permit#: Owner/Project Name: 13 c- N cc % C "tn(#/// As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Y)CASot i A-C'_ FL aa,S 1 b,6 2. Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic 6.Other B.WINDOWS 1. Single hung Ar vk.ak (-Cck ‘S Mas S.('1)1c HuA F L ' \LI°\L 3 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 06/21/21 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding I\U.C\ic?unel DA 07- 0-1 I j, 0L./ 2.Soffits 3. EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 06/21/21 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 06/21/21 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Contractor Name(Print Name): N.-W.-C. 6(-own n Contractor Signature: Al! Company Name: f7 ( '/ cc, iPj (--Q‘A)A Mailing Address: 6 G S J a, ` Spc-,v-e, as 4 City: A-q(hL e act-) State: FL Zip Code: 3 3 Telephone Number: CI 0 't " 4 E-mail Address: C.0 Jv o Wn''`j v1 69-4Gb ` V Cell Phone Number: Fax Number: J Page 4 of 4 Updated 06/21/21 Pc.___ 1A11 , AMERICAN CRAFTSMAN WINDOWS AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS SILVER LINE WINDOWS AND DOORSNORNESILEWNE DRIVE 8902 PH:354 50 SERIES/ V1 SERIES/ (2200/2300) GENERAL NOTES: SINGLE-HUNG WINDOWS 8CF a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 2 2?,71.I1THECURRENTEDITIONFLORIDABUILDINGCODE(FEC),EXCLUDING HVHZAND HAS NON-H VH2)(NON-IMPACT) v5:41BEENEVALUATEDACCORDINGTOTHEFOLLOWING: W Z a LD Yi = 4 AAMA/WDMA/CSA 101/I.S.2/A440-17 O j s i g I 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2%FRAMING,AND TABLE OF CONTENTS 6_ , J W 1...,O2 0 5iMETALFRAMINGASAMAINWINDFORCERESISTINGSYSTEMCAPABLEOFO2m'"WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS SHEET REVISION SHEET DESCRIPTION H'^? m THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF o INSTALLATION. 1 - GENERAL NOTES&GLAZING DETAILS w s 2 -ELEVATIONS&ANCHOR LAYOUTS r O a 3. 1)1 AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TOPROPERLY 1-= iTRANSFERALLLOADSTOTHESTRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 3 - VERTICAL SECTIONS RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFq _ HORIZONTAL SECTIONS REMARKS BY DATE INSTALLATION. 6TH FBC EDITION FM 10/17 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT 5 - ANCHOR DETAIL&SCHEDULE 7Th FBC EDITION NUS 10/14/20 ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 8th FBC EDITION LH 09/23TODEVIATEFROMTHEREQUIREMENTSDETAILEDHEREIN,A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. ME INSTALLATION MAILS OESCRISED HOMIN ARE GEKRIC 5/8"0.A. 14111)LW NOT REFLECT ACTUAI COMINTIONS f011 A SPEOFIC S APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS MOM THE REMIROMxES DOMED HERO.,A MEWL, EMEE.INSULATED GLASS ORARn,RSEEAE„ H n wLSE W1111REQUIRINGIMPACTRESISTANCE.MGM. EW1111nEEa DOCUMENT. 6. WINDOW FRAME MATERIAL:PVC EXTERIOR INTERIOR Digitally signed by Hermes F.Nororo,P Reason:I em ei.LPPQp(( mens Date:20 .18 t;•. I -t7. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET t 1 FOR GLAZING DETAILS.F E R `; / DESIGN PRESSURE TABLE No • 8 PRODUCT MODEL SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING I 7-:33 A : OF 2201/2301 36.0"X 62.0" 0/X 50/-50 PSI NON-IMPACT ill.e 2301 36.0"X 72.0" 0/X 45/-45 PSI NON-IMPACT I i/, qM F2201/2301 52.0"%73.0" 0/% 25/-25 PSI NON-IMPACT see E.DANIA EACH MN,/on. DANA BEACH.Fl.3,00448.0"X96.0" 1/2"MIN.GLASS GLAZING DETAIL fWE'"w"'Z'"°"'.'°5"2201/2301 0/X 20/-20 PSI(ORIEL) NON-IMPACT BITE FL it: 2201/2301 48.0"X 84.0" 0/X 20/-20 PSI NON-IMPACT F L149112201/2301 48.0"X 63.0" 0/X 35/-35 PSI NON-IMPACT DATE: 09.20.172202/2302 96.0"X 72.0" 0/X-0/X 15/-15 PSI NON-IMPACT GLAZING NOTES: 2202/2302 84.0"X84.0" 0/7(-0/JC 35/-IS P51 NON-IMPAR 1. GLASS TYPE&THICKNESS SHALL COMPLY WITH ASTM E1300 REQUIREMENTS AS WELL AS DWG.BY: CHK BV APPLICABLE SAFETY GLAZING REQUIREMENTS PER THE FBC.TEMPER AND SAFETY GLAZING CL H F N 2202/2302 71.5"X 72.0" 0/X-0/X 25/-25 PSI NON-IMPACT REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. SCALE: NTS 2203/2303 108.0"%72.0" co-O/X-O/X 25/-25 PSI NON-IMPACT 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A)AS REFERENCED IN FBC CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36"AS PER FBC DWG.0: S W D019 2203/2303 108.0"X 77.0" 0/X-0/X-0/X 20/-20 PSI NON-IMPACT CHAPTER 24. SHEET:4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS CHARTS.1 OF 6J UNIT MAX.AMERICAN CRAFTSMAN WINDOWS WIDTH 48.0"UNIT MAX. SILVER LINE WINDOWS AND DOORS WIDTH 52.0" D.L.O MAX. ONE SILVER LINE DRIVEWIDTH43.69" NORTH BRUNSWICK,NJ 08902D.L.O MAX. A UNIT MAX. WIDTH 47.69"~ 3 WIDTH 96.0" PH:(888)741-0354 DI3 3 WIDTH 43.5" A 8 C 3 vt Li p Z! 1 l 4 g81 g oc mF, 0..D.LO.MAX. 0, D.LO.MAX. 3= a '` is4HEIGHTHEIGHTCD.LO.MAX. k"Z = c g l l- l 39.0"62.0" 0. c)" 0"I 4HEIGHTN= a _ 39.0" iii ¢ 0 MAX. UNIT W MAX. 1 HEIGHT MAX.l t z Z i $ HEIGHT 96.0" HEIGHT Z O m m"84.0" 84.0"9i o C7f w wj ar. 2g X.. X.. D.L.O.MAX. 4 X.. X.. F 4 1 HEIGHT 28.0" REMARKS BY DATE J t. J il 1- 6TH FBC EDITION FM 10/17 7TH FBC EDITION NUS 10/14/20 8th FBC EDITION LH 09/23 ELEVATION ELEVATION ELEVATION oNFNSFORAMFNK NC° f..,.FafK ORIEL M' .oON.TN=F.L.u.,,ONroMNS„F F RECKAREMENTS INTAILED NT UCINSEDFORMONrtRSNAILWDMDOUMNTU.x11NFNR FOR USE W.DM DOCUMENT 2.0"FROM CORNER(TYP.) I I 4.5MAX.(YP.) ll 1 2.0"FROM NN t.'CORNER(TYP.) 4.5"MAX.(TYP.) 2.0"FROM CORNER(TYP.) e t 4.5"MAX.(TYP.) I I 7.9 CF :orir 1 4.5"MAX.(TYP.). 0., 0 5 4_OP'•,•Z\ N4Aec164 eua e33 3364.5"MAX.(TYP.) FIRE CERT.OF 4 tone 4.5"MAX.(TYP.) FLM: FL14911 X,. X„ X.. X,. • DATE: 09.20.17 DWG.BY: CHK.BY:2.0"FROM 2.0"FROM 2.0"FROM CORNER(TYR.) . CORNER{TYR.) . CORNER(TYP.) . CL HFN r SCALE: NTS f DWG.#: SWD019t ANCHOR LAYOUT f ANCHOR LAYOUT ANCHOR LAYOUT SHEET: NAIL FIN NAIL FIN NAIL FIN 0 F 6 1 c AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVER UNE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(BBB)741-0354 8 Li t r z 983 D K..'. iI i-g2 dd 0 W;z LLss Wiz = L7 ^i; N 2 ZSs!I12 < 3 UNIT MAX. to LI 2 ad '• WIDTH 108.0" 3.0"FROM Li,..n Z 0 Y 00 D.LO MAX. CORNER(TYP.) c a m p 4.5"MAX.(TYP.) WIDTH 31.69" c+ w cc w w 6AII E3 a E 1 REMARKS BY DATE I 0" 0" 0" 6TH FBC EDITION FM 10/17 D.L.O.MAX. 7TH FBC EDITION NUS 10/14/200" O" O"4 HEIGHT 8th FBC EDITION LH 09/23 4 35.50" L_ UNIT NETuu MOUSED MUM ME GENERIC MAX. CONDITIONS w.As.EaFc4.5"MAX.(TYP.) COMMONSoUSE MSTAUATw TO°MATE HEIGHTMOM AREQUIREMENTSoETMEo"E"MUMMED ENQwEER OR MO"rtR MALI RRE"ME SITE SKOFIC77.0"oaMMENTS FOR USEMTN,.MANUMIT... X.. X.. A X" X 2.0"FROM X. N 011 ( ;r(lh 1CORNER(TVP.) . J N1°' Jxi i/ i. f r• O% 8 •.tom ELEVATION ANCHOR LAYOUT 4 F • w, NAIL FIN ontsi:` i , !N - • suDIMSet•_DASBEACH.anAa a33954St. 33$M RIPE CERT Of AEITNORIZAOMI No.2957$ FL N: FL14911 DATE: 09.20.17 DWG.BY: CHK.BY: CL HFN SCALE: NTS DWG.A: SWD019 SHEET: 3 OF 6 ) AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 ioI 1=01 1G PH:(888)741-0354 DgLi 3t' zF € Ns 0/ aoR 1 V'21-oa mQ c,5_ '3'3. WZi ° 0,,1111.2 1 N G zA;daar—elJ 'i'W'i 3 3Li Ci SEE GLAZING W.,'^2 F r m m EdIDETAILSHEET1Nz L_ ai a 5 a I- OI l I f REMARKS BY DATE 6TH FBC EDITION FM 10/17 OA VERTICAL SECTION = EXTERIOR pK 7TH FBC EDITION NUS Lo/La/ao 3 INTERIOR 8th FBC EDITION LH 09/23 THEINSTALLATION DETARSDESCRIBED MEINMf GENERIC AND IMT NOT MOLT ACRAL OSN0111006 FORA SPECIFIC FROMSITEREQUIREMENTS OETAMNSCAUSE 1LNOON°HEREIN,roNiNSED2 DEVIATE ENGNEER OR AMMER SHALL PREPARE SITE SPEOFIC DOCUMENTS FOR USE WRN INS DOCUMENT. V I I 5-t o SEE GLAZING ci 4 g i=/ DETAILSHEET1 gib' OF i - - lir 4/..,-:-., i J .1 tpP,? J - r0 56e a DAru Eras aw. 336 DANA BEAal.FL J FBPF CERT.DFM 1NDIRABd!Na 36576 Fla: 10r 11 11--;- FL14911 DATE: 09.20.17 DWG.BY: CHK.BY: CL HFN SCALE: NTS DWG.#: SWD019 SHEET: OF 6I c AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ08902 PH:(888)741-0354 Li8NtZR z_— o oo"SEE GLAZING SEE NOTE 1 W 3 o G o 56,',R1aDETAILSHEET1Trz1,11INTERIOR LI 1,1 SEE GLAZING SEE GLAZING A x 2 -W I DETAILSHEETS j(DETAIL li )}S W Z_Z Q R ; Elf.. U^ WN? O_ .m SEE GLAZING in o n g tr- OpD DETAIL SHEET I 0 1 l1 S 0 e. i G Df -'"— :.1"N--# 1.j-l____ 0, REMARKS BY DATE Ol V- MIi—6TH FBC EDITION FM 10/17 L.=" I S 7TH FBC EDITION NUS 10/14/20 Q0 8th FBC EDITION LH 09/23 I— f r" THE AMARA onus Dcsweco T EGENNC1100 IY II41 MO NOT AMER ACTUAL CONDITIONS TO DELDAC D.L.O.EXTERIOR D.L.O. ENGINEER N IFSRL sNTSDEE`,NEoNES"roCE°ENSED AMAMI SMALL PNE NT SITE SPECIFIC MAX.FRAME WIDTH DIxvTaENTS TON USENmN TND DIN1uT.EN 0\\\t I ED HORIZONTAL SECTION ci) HORIZONTAL SECTION 17:4%,`\!' •'.'%ED HORIZONTAL SECTION OPERABLE IAMB 4 MULLION FIXED JAMB 8', O• i NOTES: 9 OF , 1 0 i1. REINFORCEMENT REQUIRED FOR: I. '` 4:: 48.0"X 36.0"X 72 .0",O/X,DESIGN PRESSURE+45/-45 1'N Fst`'\ 48.0"X 63.0",O/X,DESIGN PRESSURE+35/-3S acr . ' ` V. 388e E rtUADM.BEMNn;el 37e DANA FE T. wmaeunEw N>none FL 8: FL14911 DATE: 09.20.17 DWG.BY: CHK.BY: CL HFN SCALE: NTS DWG.#: SWD019 SHEET: OF6} c MIN. EDGE DISTANCE AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS 3/8"MAX.y SHIM SPACE ONE SILVER LINE DRIVE EXTERIOR INTERIOR NORTH BRUNSWICK,NJ 08902 SUBSTRATE BY OTHERS " PH:(888)741-0354 3/8"MAX. L SHIM SPACE gMIN. OO EDGE DISTANCE t r“^C Z,, l 'u NOTE: W 2 Z MIN. n HEAD AND JAMB HAVE a,11 z m 0<.a a aEMBEDMENTlo SIMILAR DETAILS o o sSUBSTRATEBYOTHERS I 1 Nix i W 2 . 0 a H Z p .. m S m MIN. l r Q E:lEMBEDMENT cc cp ANCHOR DETAIL ANCHOR DETAIL REMARKS BY DATE NAIL FIN(SILL) ED NAIL FIN(JAMB)6TH FBC EDITION FM 10/17 7TH FBC EDITION NUS 10/14/20 8th FBC EDITION LH 09/23 INSTALLATION NOTES ENE INSTAL4TION RIS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACILAI CONDITIONS FOR A SPEOFIC 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. SITE MENTTSSDE;u oHEREIN,AiKiru:ED ENGINEERDOCUMENTS FORUSEvm"TMH DOCUMENTSPECIFIC 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL TALLATION RS WITHIN A NCE OF 21.000 WITHOUT CONSIDERATION SOF TOLERANCES). OT THE DEPICTED LOCATION&SPACING IN THE RANCEESRRE OT I.E.,A/ / FROM ONE INSTALLATION ANCHOR TO THE NEXT. r•i No ' 8 *_ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING BRIN(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY J 'OF •a PLASTIC OR BETTER.i rr 4 C y..10 4 \5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING lk\\\ BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. Y.-7.r" 391 0±19* uanReE 3386. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFuse CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. CD,Of AUTHC017.5110X Mx 3057e 7. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED FL#: OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE F L14911 REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INFORMATION. ANCHOR SCHEDULE DATE' 09.20.17 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE FROM DWG.BY: CHK BY ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF DISTANCE CORNERS CL H F N BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. WOOD:MIN. #8 WOOD SCREW 1.5"0.75" 2" SCALE: NTSSG=0.559. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR NAIL FIN 3 THREADS MIN DWG.#: SW D019MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED METAL'18 GAUGE IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY Steel,MIN.Fy=33KSI #8 TEK SCREW PENETRATION BEYOND 0.75" 2" SHEET: THE ANCHOR MANUFACTURER. METAL O OF 6} Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. or. ... HardiePaneI®IjZi . Vertical Siding JamesHardie EFFECTIVE APRIL 2009 INSTALLATION REQUIREMENTS -PRIMED&COLORPLUS° PRODUCTS Visit wvvJameshardie,com for the most recent version. SMOOTH • CEDARMILL© • SELECT SIERRA 8 • STUCCO 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.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ10TMt LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation.Installing 1.Pos tion txAting station so that windunit blow dust away from user 1.Cut- iCI using score and snap,w shears(manual,electric or pneumatic). andothers in working area. 2.Position cutting station in well-ventilated area siding wet or saturated may result in 2.Use one of the following methods: shrinkage at butt joints.Carry product a.Best: i.Score and snap H.Shears(manual,electric or pneumatic) NEVER use a power saw indoors on edge. Protect edges and corners b.Better: i.Dust reducing circular saw equipped with a NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage.James Hardie is not HardieBlade°saw blade and HEPA vacuum extraction -NEVER dry sweep-Use wet suppression or HEPA Vacuum responsible for C.Good: i.Dust reducing circular saw with a HardieBlade saw blade``. ( only use for low to moderate cutting) damage caused I by improper \,' Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using'Best"-level cutting methods where feasible. NIOSH wed respirators can be used in with above cuttingstorageandaPPrPiconjunction practices to further reduce dust exposures.Additional exposure information is available at www.jameshardie.can to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or youhandlingoftheproduct. do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Rade for further information. x-ov i05 GENERAL REQUIREMENTS: HardiePanelm vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.Irregularities in framing and sheathing can mirror through the finished application. HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails fasteners).which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing,Extra caution is necessary if power-driven nails fasteners)are used for attaching siding over foam insulation/sheathing. A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrapTM Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. When installing James Hardie products all clearance details in figs.5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. Do not install James Hardie products,such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie°Siding Products"at www.JamesHardie.com. DO NOT use stain on James Hardie°products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8"from panel edges and no closer than Vertical Joints-Install panels in moderate contact(fig.1),alternatively 2"away from corners.Do not nail into corners. joints may also be covered with battens,PVC or metal jointers or HardiePanel Vertical Siding Installation caulked(Not applicable to ColorPlus5 Finish)(fig.2). Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 Double stud may be required to maintain minimum edge water-resistive barrier water-resistive barrier nailing distances. 2 4 stud water-resistive water-resistive2x4sWdt " bonier i barrier Figure 1 s --C' O=> upper panel upper panel stud r Do not tf4"gap .1 Do not 114"gapwater-resistive fir Caulk j Caulkbarriera•'> t sheathing HardiePanel Batten Joint H"Joint Z-flashing Z-flashingT r, r vertical siding water-resistive barrier decorative keep nails 0-------....„ 2 x 4 stud w. lower j'—band board 3/8"min. 7: panelt—lowerfrompanel ' 4 a- i panel edges li, i plate Figure 4 r; 3/8"I leave appropriate gap between Recommendation:When panels,then caulk' installing Sierra 8,provideiCaulkJointadoublestudatpanelmoderatecontactNotapplicabletoColorPlus•Finish) joints to avoid nailing I,,keep fasteners Y _ te+ Apply caulk in accordance with caulk through grooves. away from corners rmanufacturer's written application instructions. For additional information on HardieWrapr Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardier 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 silicadust can also cause a disabling and potentialy fatal king disease called silicosis.and has been linked with other diseases.Some studies suggest smoking may increasetheserisks. 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 HardieBladee saw blade and dust-reducing circular sawattachedtoaHEPAvacuum;(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 govemment regulations and manufacturerinstructionstofurtherlimitrespirablesilicaexposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material SafetyDataSheetavailableatwww.jameshardie.com or by calling 1-800-9HARDIE(1-800-942-73431.FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUSPERSONALINJURYORDEATH. sw5wu HS0919-P1/2 3/10 a -. • S 47A'. CLEARANCES Install siding and trim products in compliance Maintain a 1"-2" Maintain a 1"-2"clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces,flashing and counterflashing shall clearance between the bottom edge of the Hardie products and paths, material. be installed per the roofing manufacturer's siding and the adjacent finished grade. steps and driveways. Figure 7 instructions.Provide a 1"-2"clearance stud III between the roofing and the bottom edge sidingf'- water of the siding and trim.sidingFigure 6 resistive 1"•2" s g barrier i rWe Figure 8Figure5deckmateriali 2" I 1 b.St I 'I 1114111,1111 Ir a, • Irliril joist flashing 1 ,. -' it.:;, ledger concrete I foundation lashing V"min. Y', KICKOUT FLASHINGFigure11 Maintain a 1/4"clearance Maintain a minimum 1"gap Plashing i6, ''• Because of the volume of water that can pour down between the bottom of James between gutter end caps and s %\ . a sloped roof,one of the most critical flashing Hardie products and horizontal siding&trim. details occurs where a roof intersects a sidewall. flashing.Do not caulk gap. The roof must be flashed with step flashing. Where Figure 10 r .,°s ;< y; the roof terminates,install a kickout to deflect water away from the siding. Figure 9 ib. Dip edge siding It is best to install a self adhering membrane on the Do not 114°gap wall before the subfascia and trim boards are nailedCaulksidingEVAB" I in place,and then come back to install the kickout, 1 fascia Figure 11,Kickout Flashing To prevent water from dumping behind the siding and the ng 1111 end of the roof intersection,install a"kickout"of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant,galvanized,or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE:Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality,hot-dipped galvanized Local Building Codes have specific jurisdiction.Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing Fastener Drive fasheads perpendicularhoult snug to siding and framing. nairheadsshouldfitsnugagainstsiding(no aspace),(fig,A)James Hardie°products near the ocean,large bodies of water,or in Do not over-drive nail heads or drive nails at an angle. very humid climates. If nail is countersunk,caulk nail hole and add a nail.(fig.B) PNEUMATIC FASTENING For wood framing,under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool, hammer(For steel framing,remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the Do not use aluminum fasteners,staples,or clipped head nails. fastener is driven snug with the surface of the siding.A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the iti, h Countersunk, depth the nail is driven.If setting the nail depth proves difficult,choose a O add Caulk nil P ,1 setting that under drives the nail. (Drive under driven nails snug with a do not under 00 NOT smooth faced hammer-Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie°products.James Hardie products must be with ASTM C920 Grade NS,Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834.Caulking/Sealant 100%acrylic topcoats are recommended.Do not paint when wet.For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications.Back-rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayed. The illustration(figure 11)was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information,visit www.jlconline.com. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405,HardiePanel'vertical siding is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings.HardiePanel vertical siding is also recognized for application in the following:City ofLosAngeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02.U.S. Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and Caliomia DSA PA-019.These documents should also be consulted for additional information concerning the suitability ofthis product for specific applications. 2010 James Hardie Technology Limited.All rights reserved. TM,SM,and®denote trademarks or registered trademarks of Additional Installation Information,c„ James Hardie Technology Limited.V,is a registered Warranties,and Warnings are available at ® JamesHardietrademarkofJamesHardieTechnologyLimited. www.jameshardie.com HS0919-P2'2 3/10