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260 6th St RESO20-0006 Siding, WindowsOWNER:ADDRESS:CITY:STATE:ZIP: HARRELL REVOCABLE LIVING TRUST 260 6TH ST ATLANTIC BEACH FL 32233-5318 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172561 0000 ATLANTIC BEACH TERRACE JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 260 6TH ST RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER replace siding, windows,$15000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 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: 2/11/2021 PERMIT NUMBER RESO20-0006 ISSUED: 2/11/2021 EXPIRES: 8/10/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $324.93 2 of 2Issued Date: 2/11/2021 PERMIT NUMBER RESO20-0006 ISSUED: 2/11/2021 EXPIRES: 8/10/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 .. ::t~~dl~!:e!:!te~~~~~!!!~:ent z /g /z I ,,,iii■~~f · 800 .Sem mole Roa d, Atlantic Beac h, FL 3223 3 r.~.: ,,.f;i =::;:_,./~ . . '" ·. ·. ·: _Phc;,r,e :_(904 ) 247 -5826 ~mail : Bu ild ing-Dept@coa b.us . _ ...... ~-.. _:·_:. _ ._.· -.. ~.-:.. ,. ·:'.'''~f~;L'l:( ~~~~!l(.~~l~>/»ry}-'l.··.li".:i>\M>t~,._ :·,,-~:-.:,;-•-.•,.···.,, ,,,. ... , .•• _.,.~-: ·. ··:· ·· ·· , · · • · ·• · · · · · · • ,. •.,· ... , · .. · ·.· .r,',.-t.,.3/><--·.f. i•••~•-<":>~~W.« .... f>3:,r.-,~M-~-e"".~,~~(~~$c4,~~1'1 .,., .. ,,_.,J~~-:--~?.~-~~>~s : :· ,. 1'-~; '. ~~~~%~~~"".i~, ~fr:~:!ll®.:~~~it~ Permit Number: R ~so~-DOD (p ~ ., Leg;I ~~scrlptlon w !-y,, )~'. :r~ . ··:;; :::: . :· \.• . : •. :;.;:~--~ --~-:,~-.·, < -: .. :-~ f+:t<f ': f :::::'·;··11.~~~w[q~~ffi[;~;:i~:*rt~~~W~M~ RE# ?l/ll.f-JJl.l }f¾Wt,..~,ra~'t'. . Valuat ion of Work {Replac~ment ~ost) $':t;~ll."-~j'ffl@; Heated/Coo led SF ____ Non -Heate d/Coo led. ____ _ . • .. · .. _,. • Class of Work: □N~w □Addit i on □Alteration ~epalr □Move CTOemo □Pool /(w i n ddw/Door • Use of ex isting/proposed stru cture{s}: □Commercial '(Res i dential • If an ex isti ng structu re_, Is a fire sprinkler system installed?: □Yes J(No ....... :•.·· .i?i!/#l:::t:-?%:<:rM::tW/i;}::-': Na ~~,,,,11111111111 .......... -... •· ..,.,., ... ,--...... ····-...... ··· ····:\/X)":}_. cityl H:.:.;;:;~1.r.: ~~~ :;;~~ ---!Z'.=--·=+@tr:::-::=· E-M il~'lff/.ll&RBl¥1Jllral e,;i;,;:::.o.'"""-Z:6.< ... • ·· -·. •·· •· . . .............. !:':!}}:\·· Own . ~~oo,~[-~Q~J9fcir,matlon ,. .,. . •:..:,._;'°'''""'~ ·-• ; · ,:~. ~ >: ',. r" .. '... . • . • ,. ' .. >. '"· , ••. ' ••• , '. '· .... ,: ::', ,.,,; -~·~: :~'i:;'.i:~-i_.,1:,~"<:'.r,~~1-t.l;~jt-'Jl:,,'l-,,~~'.f,i,~~)fi'!.,~°1{¥;',>i1i?,tt'l'.lWk~~J,:fS'j,~ Name · ~"''1~1''\~ff@ijJ Qu alifying Agent ft=rW~ti -· · ·· -·· ·· · ·· · ·· · ···· ;-!;,;p,,:t,~i;, ::;;,;p,_~~-e;~;fi:1:~~"'lr-"" ,. , ,·:A dd.res ~fai,,.,'t:S Clty;~£~;§1'4;$"l?::«~1:r£q:,J: -. -~-,. Office -------....... ~~~~~~~~ Sit St.ate Cert! 1 . • .•. . . . . .•. M ai i~~;,~~~~~~W1Mi~t.{H\¥ti)W}t'.:'I ,,:~ ·-; .. ~~c~_it~<:tN.ame & Pho_ne #·-----------------~-------------------- Engineer's Name & Phone# _.::m:~~m:~m.:m Workers Co m pensc1tion Insurer =~~~~~ ~~~~~ Ex pi r ation Date l~t~il{~ii~~?f.i~~~&11~¥@{ Application Is hereby made to obtain a permit to do the work and installations as in d icated. I certify that no work or lnstal latlon has commenced prior to the issuance of a permit and that all work will be performed to meet the st andards of all the laws regulating construction In thlsjurlsdlction . t understand that a separate permit must be secured for ELECTR ICAL WORK, PLUMBING, SIGNS, WELLS, POO LS, FUR NACES, BO ILE RS, HEATERS, TANKS, and AIR CON DITIONERS 1 ._,..,.. ,_, .. ,, ,,.,,,.,,,,,,,,_, ,. •• ,~. ·'':,,i:;:c··,tjµ)f.e01~R~}~~l ~1s ~· ,l1l.ll;tt~ll!l11l&!i~~/:Jtl.J ~tlt:ett!~~:~r 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 laws regulating construction and zon ing . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY . . i RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY . IF YOU INTEND: TO OBTAIN 11~Rtc~1 . · .. ' : .. · igned_ and sworn to (or affirmed) before me this __ day of ____ _, ___ _, by· ___________ _ (Sign at ur e o f Notary) Owner . Builder Affidavit . . . City of Atlantic Beach Building Department _ .... 800 S_eminole Rd, Atlantic Beach, FL 32233 ~~~~;~~.f!t9,ag;.J~-9~l.i~.7 ;:~~2p ~rn~_~I.:.Building-Dept@.coab • .us.~,+,o;li,,•~,~~-R:m .. ~~~~~--•• ,;c:~~::':.'i-:::k,J.-,t.~M?,ll!~A -STA~ES; 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 co'sT 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 VEAR 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 PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONlNG REGULATIONS.· IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAV1E !LICENSES RE UIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL UCENSING ORDINANCES. . ... --~JAW.:I.RYoi:A&IW-~SJNG6.DWNERS-MAY -BELIABLE FOR INJURIES TO ,WORKERS::rHE¥1,f!UR£,~T:M&18UitO.~~-~ . SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .• l'll:f!:1'':>"~-.:'::?-1;~~\-Y;· ·. 1• ·•:"••: • • • _.. • • • • • •; _ Ill.· IRS WITHHOLDING; OWNERS HIRING WORK~RS BECOME EMPLOYERS AND SHOULD ALSO OBSE _RVE IRSvVITHHOLDING . TAX AND/OR.FOR _M 1099 REQrnREMENTS ON THE_ WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. t .:.:, .. i\f:··1 'PENALTY; UNLiCENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJE CT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(i). AN "OCCUPATIONAL LICENSEn IS NOT ADEQUATE . THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING -DEPT@COAB .US) If IN DOU~T. . · . . V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEM ENT AND THAT I COMPLY WITH All THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. . ob Address: rl&.ll!B fdJJ.al!~ ~"""~P!:~'1!,;;;,..Y.'ff,;l,fP.""411 ~,,~fiaf@ttl~@i.f~l~~t~tH}\:itf]J~ff:]ffi):)::-:':': . . . . ~.. ... " . .. ..... ~-. ~. . . ' .. . . . "~-•·.... ... . . >wner Name:~' ~2'~;!C&~~"l!.i~E"~·~aE]~~~~S mb · }~§--~:::.-.,.;lf,(#l'b?cifi!St~t'~ ~ailing Addre ra-.~mFA~--~--~ :A~-~--,.~ te: ~{%i~~1 Zi~: :V$-J/f,q£$:3;:): [ 1 Personally Known OR [ ] Pr oduced Identification Type of Identification: ----D6-__., ...... \ ___ ;;;:;;;;.... ______________ _ UpdCJted 10/24/18 /i:,'&:~~~~--~ TONI GINDLESPERGER ,.: :-.: MY COMMISSION ti GG 353178 li-'.~'"i EXP IRES : October 6, 2023 '•,~~ffr:r,.c§-•' Bonded Thru Notary Public tJnelenwtln I RECEIVED By Toni Gindlesperger at 8:34 am, Dec 31, 2020 . .. Bui,ding Permit Application · Brinkley A. Harrell . 904-899-3753 · 260 Sixth S~, Atlantic Beac~ FL 32233 Lot 40, Atlantic Beach Terrace ll!l!IH INU ·••ill~~ui;;ut11--;,~~-""it1,.~•"'v'•·•)·,.-~-1, ·t:l.•'i• •. , ... ::,, ,, , •• · ' · •· : .. , ...•. · •, .. , ·: ,_..., •. ",,.· ..... ~ .. ~ ....... ...,.~'-~ •~~-•¥,.t;•,r~~~~--~- DeSCri p tiO D of Work tQ be Performed revised 12-21-2020 :,•=!f.,~.-1~~ .... ,~,.1. .. Remoy~_-all existing, deteriorated and rotten Tl-I I wood siding on entire second story. ~. . . .... Specifically across entire 30 foot 'width of front of house -north wall, along 50 foot length ·o f west ~I, along 30 foot width .of rear of house -south wall, and along SO foot length. of east wall. · · · . . 2. Install 7/16" Zip System OSB-sheathing with built-in vapor permeable water resi_stive barrier over all second story walls. Specifically on all walls listed in # 1 (above) where T l-11 is removed. · 3. Remove all existing singie-pane :itluminum windows on entire second story. 4. Install new POT Brand white vinyl-clad, double-pane insulated, single-hung windows. SH-5400 Florida Product Approval Code 1435 · 5. Install new HardiePanel 48-in x 96-in HZlO type smooth Fiber Cement Vertical Siding 1uun •• 111:..,.m1pertcls-on-iseeen&·story•east-and west walls.·• ·. ·. · •. :., .. ,.,.., ··=•·• ~., •. ·,•,:•\':• ~:•til.:ll<~>~u.~~ 11 , •--•. t:11 .. w--t)I ~,~~~:~-~·---~~-;~t·>mstall new HardieShingle 15.25-in x 48-in HZlO Straight Edge Woodgrain Fiber Cement·· · •• Shingle Siding on front and rear walls and on roof gables. . .,.43~-'ll-:i.r.:•·i:,;:.·.:, ._ .. , ,;Fl~rida_ -~~uct Approva~ Code FL13192.3 and FL13192.4 . ... Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ 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? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *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 RES 020-0006 12/21/2020 260 Sixth Street Brinkley Harrell (904) 899-3753 brinkley.harrell@earthlink.net deleted proposed balcony, no change to current footprint of property updated extent of and type of siding Brinkley Harrell $ 10,000.00 4 4 4 □ □ □ □ □ □ □ □ B, SEE ., SHEET 3 A, SEESHEET 3 B -I - MAX. BUCK WIDTH SEE TABLE 1 28" - MAX. -·-12" i _O.C.MAX. 1 X 0 11 11 11 NO ANCHORS AT SILL 1 12" MAX. 17.867" MAX. O.C. _L MAX. BUCK HEIGHT SEE TABLE 1 10" MAX. O.C. _L A 13.773" MAX. O.C. A -1 6-1/2' MAX. 1 ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION GENERAL NOTES: SERIES 5400 NON-IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE CONSIDERED 1 X INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B, SEE < SHEET 3 A, SEESHEET 3 B4 MAX. BUCK WIDT SEE TABLE 1 28" ---1 MAX. 12" i-O.C. MAX. 1 \ 11 H 1- A 12" MAX. _1_ -r 17.867" MAX. O.C. 1- 1 MAX. BUCK HEIGHT SEE TABLE 10 lili I P >f 0 _ 110" MAX. O.P.A -13.773" MAX. O.C.1-1 1 lip==- 11 6-1/2" MAX. 1 NO ANCHORS AT SILL ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION (COTTAGE SIMILAR) TABLE 1 Window Buck Size Width 40" 36" 36" 36" 52-1/8" 52-1/8" 52-1/8" 52-1/8" 52-1/8" 52-1/8" 1.-- Height 63" 62" 62" 67-9/16" 84" 84" 91-13/16" 84" 84" 91-13/16" ® CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CS 4 Ck (}] 0 Configuration Equal-lite Equal-lite Std. ProView Custom Sash Equal-lite Std. ProView Custom Sash Equal-lite Std. ProView Custom Sash iZ Reinf. Level R4 R4 R1 R2 D, SEE SHEET 4 C, SEE SHEET 4 4" MAX. O.C. D-'I 1. I. ... Design Pressure (+) psf 50.0 50.0 50.0 65.0 (-) psf 70.0 50.0 50.0 70.0 VINYL SH WINDOW FPA (NON-IMPACT) C GENERAL NOTES & ELEVATIONS Be J 0 X Certification (CAR) Number SH-5400 NTS 2 1 OF 4 190-1022 190-1027 190-1021 190-1026 &B 20 \1 q> CD 2 ROSOWSKI FPA-5400.0 20 12/13/14 11 - MAX. BUCK WIDTHSEE TABLE 1 - F- 2" MAX,-« --- 4" MAX. O.C. < .......... A ........ 2" MAX. ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, EQUAL-LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) .C SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. MAX. BUCK HEIGHTSEE TABLE 1 A. LYNN MILLER, P.E. P.E.#58705 :. tl*j='r: .9: B,SEE SHEET 3 -- --SEE TABLE 1 rl 28" 12" ~ MAX. MAX. f--O .C. I I MAX BUCK WIDTH 28" MAX. BUCK WIDTH ~ SEE TABLE 1 12" ---, MAX. f-- B, SEE MAX. f--I O.C. I ---j---, SHEET3 ~-~..?-~-~..1~~~~~~~~------~ A.SEE D,SEE SHEET 4 -SEE TABLE 1 7 C 2"M ~ r---4"MAX. O.C. MAX BUCK WIDTH AX. A,SEE SHEET3 .--·----+ I I 12" tAX. SHEET 3 12" MAX. _l_ C ,SEE SHEET 4 ' 1,f ! - -~I I 0 --..__ X 1f ---7-I -- --- B - NO ANCHORS AT SILL - - - - - -+ 17.867" MA ~ __L_ ~ ----r x.o .c. MAX . BUCK HEIGHT SEE TABLE 1 10" MAX. 0. C. -__L_ i 13.773" M AX. O.C. ' ' -A 1 6-1/2" MAX. t ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL-UTE CONFIGURATION GENERAL NOTES: SERIES 5400 NON-IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE . USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS . WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1 .6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE . 0 B ___ ___,NO ANCHORS AT SILL ----r 17.867" MAX. O.C. -_l _. -. 10",AX.Ot MAX. BUCK HEIGHT SEE TABLE 1 A 13.773" MAX. O.C. 6!"MAX. t t 4" MAX. o.c. D I• 1: I~ 0 - X - ! I I 1f I 7- . 2"MAX. 1, ~ ~ . C ~ I• MAX. B UCK SEE E1 HEIGHT TABL I ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION (COTTAGE SIMILAR) ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, EQUAL-UTE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) TABLE 1· Window Buck Size Width Height 40" 63" 36" 82" 36" 62" 36" 67-9/16" 52-1/8" 84" 52-1/8" 84" 52-1/8" 91-13/16" 52-1/8" 84" 52-1/8" 84" 52-1/8" 91-13/16" Reinf. Design Pressure Certification Configuration Level (+) psf (-) psf (CAR) Number Equal-lite R4 50.0 70.0 190-1022 Equal-lite Std. ProView R4 50.0 50.0 190-1027 Custom Sash Equal-lite Std. ProView R1 50 .0 50.0 190-1021 Custom Sash Equal-lite Std . ProView R2 65.0 70.0 190-1026 Custom Sash ~ VINYL SH WINDOW FPA (NON-IMPACT) g GENERAL NOTES & ELEVATIONS C: " 2&i' J ROSOWSKI Cl ~ II) :;,. t0 CERT. OF AUTH. #29296 & ct c "' "' .. 1070 TECHNOLOGY DRIVE ~ to ~ ctC N . VENICE, FL 34275 ...,,_~+S-H--- 5 - 4 - 00 ---....,.,~.-----..-.,r----.-0 -. ...-----'--_.__-,-.,;_ . .---1 (941)-480-1600 (/) vi NTS ~ 1 OF 4 ~~ FPA-5400 .0 &~ SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. A. LYNN MILLER. P.E. P.E.# 58705 R1 R2 R4 B C B TABLE 2. ANCHORS INSTALLED THROUGH FRAME Anchor #10 SMS (steel, 18-8 S.S. or41OS.S.) Max. DP of 50.0 #12 SMS (steel, 188 S.S. or 410 S.S.) 3/16" Ultracon (steel) Max. DP of 50.0 1/4" Ultracon (steel) 1/4" Crete-Flex (410 S.S.) 1/4" Aggre-Gator (18-8 S.S.) Substrate 1/8" ANNEALED OR TEMPERED GLASS 1/2- AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS -1 DURASEAL, SUPERSPACER OR CARDINAL XL EDGE --{ 3/4" NOM. 1-- TABLE 4: REINFORCEMENT TYPES Level A V Top Rail A A A P.T. Southern Pine (SG=0.55) Steel, A36 Steel Stud, A653 Gr. 33 Aluminum, 6063-T5 P.T. Southern Pine (SG=0.55) Steel, A36 Steel Stud, A653 Gr. 33 Aluminum, 6063-T5 P.T. Southern Pine (SG=0.55) Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTM C-90) P.T. Southern Pine (SG=0.55) Concrete (min. 2.85 ksi) Ungrouted CMU, (ASTM C-90) Concrete (min. 2.85 ksi) P.T. Southern Pine (SG=0.55) Concrete (min. 3.35 ksi) Ungrouted CMU, (ASTM C-90) Concrete (min. 3.35 ksi) Concrete (min. 3.275 ksi) P.T. Southern Pine (SG=0.55) Ungrouted CMU, (ASTM C-90) Upper Ute Bottom Rail Reinforcement . Lower Lite Bottom Rail A A A Min. Edge Distance 7/16" 3/8" 3/8" 3#5' 9/16" 315' 315' 3/8, 7/16" 1" 2-1/2" 1" Side Rails A A N/A 1" 2-1/2" 2-1/2" 1" 1" 2-1/2" 2-1/2" 1-1/2" 1' Z' Min. Embedment 1-3/8" 0.050' 0.0346" (20 Ga.) 0.0713" (14 Ga.) 1-3/8" 0.050' 0.0346" (20 Ga.) 0.0713" (14 Ga.) 1-3/8" 1-3/8' 1-1/4" 1-3/8" 1-3/4" 1-1/4" 1-3/4" 1-3/8" 1-3/4" 1-1/4" 1-3/4 1-3/8' 1-3/8' 1-1/4" 3/16" ANNEALED OR TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED OR TEMPERED GLASS - 1 DURASEAL, SUPERSPACER OR CARDINAL XL EDGE PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor 2-1/2" x .131" Common Nail Max. DP of 50.0 2-1/2" x .131" Ring-shank Nail 2-1/2" x .145" Rooling Nail ANCHOR NOTES: #10 SMS (steel, 18-8 S.S. or41OS.S.) 1)"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE. --{ 3/4" NOM. »- I t {13 5/16" 88 PVB 7/16" AIR SPACE Substrate P.T. Southern Pine (SG=.55) .55) .55) .55) P.T. Southern Pine (SG= P.T. Southern Pine (SG= P.T. Southern Pine (SG= Aluminum, 6063-T5 Steel Stud, Gr. 33 Steel, A36 GE-7700 OR DOW-791 SILICONE EXTERIOR E ---f-- tj Min. Edge Distance 1/2" NOM.GLASS BITE TYP. TYP. GLAZING DETAIL 1/8" ANNEALED OR TEMPERED GLASS -1 DURASEAL, SUPERSPACER OR CARDINAL XL EDGE GLAZING TYPES --4 7/8" NOM. 4- 4, REINFORCENT TYPE A REINFORCENT TYPE B CERT. OF AUTH. #29296 --J 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 iz SI b 6/1 0 j j !1 \ L j 9/16" 9/16" 9/16" 5/16" A/A PVB 3/8" AIR SPACE 314" 3/8" 3/8" 3/8" Min. Embedment 2-7/16" 2-7/16" 2-7/16" la/8" 0.0713" (14 Ga.) 0.0346" (20 Ga.) 0.050" WINDOW SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. --1 WIDTH |-- I I e e LU RADIUSTOP (EQUAL-LITE SHOWN) 3/16" ANNEALED OR TEMPERED GLASS -7 DURASEAL, SUPERSPACER OR CARDINAL XL EDGE f REINFORCENT TYPE C VINYL SH WINDOW FPA (NON-IMPACT) GLASS/ANCHOR OPTIONS SH-5400 NTS 2 OF 4 U --1 7/8" NOM. 1-*- & 12/13/14 24 J ROSOWSKI Ch -%' FPA-5400.0 fd --4 WIDTH 1.-. m m r J illi w iI ARCHTOP (PROVIEW/ORIEL SHOWN) r.- Clf»-f,{f A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: ANCHORS INSTALLED THROUGH FRAME TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min. Edge Min. Anchor Substrate Min. Edge Min. Distance Embedment Distance Embedment #10 SMS P.T. Southern Pine (SG=0.55) 7/16" 1-3/8'' 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 9/16" 2-7/16" (steel, 18.a S.S. Steel, A36 3/8" 0.050'' Max. DPof50.0 or 410 S.S.) Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) 2-1/2" x .131" Ring-shank Nail P.T. Southern Pine (SG=.55) 9/16" 2-7/16" Max. DP of 50.0 Aluminum, 6063-TS 3/8'' 0.0713" 14 Ga.) 2-1 /2" x . 145" Roofing Nail P.T. Southern Pine (SG=.55) 9/16" 2-7/16" P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" P.T. Southern Pine (SG=.55) 3/4" 1-3/8" #12 SMS Steel, A36 3/8'' 0.050'' #10 SMS (steel, 18.a S.S. Aluminum, 6063-T5 318" 0.0713" (14 Ga.) or 410 S.S.) Steel Stud, A653 Gr. 33 3/8'' 0.0346" (20 Ga.) (steel, 18.a S.S. Steel Stud, Gr. 33 3/8" 0.0346" (20 Ga.) Aluminum, 6063-TS 3/8'' 0.0713" 14 Ga.) or 410 S.S.) Steel, A36 3/8" 0.050" P.T. Southern Pine (SG=0.55) 7/16" 1-3/8'' 3/16" Ultracon (steel) Concrete (min. 2.85 ksi) 1" 1-3/8'' A WINDOW SHAPES AS SHOWN BELOW OR Max. DP of 50.0 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES: V SIMILAR, MAY BE USED BY INSCRIBING THE P.T. Southern Pine (SG=0.55) 1" 1-3/8'' GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK 1 /4" Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" 1) "UNGROUTED CMU" VALUES MAY DOW-791-t SILICONE ~ SIZE FROM THE TABLE ON SHEET 1. (steel) Un grouted CMU, (ASTM C-90) 2-1/2" 1-1/4" BE USED FOR GROUTED CMU APPLICATIONS. Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" "¢°'pill 1/2" NOM.GLASS ~ WIDTH f---~ WIDTH f----- 2) PANHEAD, FLATHEAD OR BITE TYP. T T P.T. Southern Pine (SG=0.55) 1" 1-3/8'' ~t I"¾ r "" HEXHEAD ARE ACCEPTABLE. 1/4" Crete-flex Concrete (min. 3.35 ksi) 1" 1-3/4" r I (410 S.S.) Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3) ANCHOR LENGTH TO BE SO THAT f--f--T -~ I I I Concrete (min. 3.35 ksi 2-1/2" 1-3/4" A MIN. OF 3 THREADS EXTEND (!) (!) (!) f-- BEYOND THE METAL SUBSTRATE. w w w (!) I Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" I I I I UJ (!) 1/4" Aggre-Gator TYP. GLAZING DETAIL l (!) l I _, w P.T. Southern Pine (SG=0.55) 1" 1-3/8" UJ I (18.a S.S.) _, 1 Un grouted CMU, (ASTM C-90) Z' 1-1/4" 1 RADIUSTOP ARCHTOP (EQUAL-LITE SHOWN) (PROVIEW/ORIEL SHOWN) i 3/4" NOM. i i 3/4" NOM. i-i 7/8" NOM. i i 7/8" NOM. i A A A A 1/8" ANNEALED OR V 3/16" ANNEALED OR V V V TEMPERED GLASS \ TEMPERED GLASS 5/16" A/A PVB 5/16" A/A PVB \ \ 1/2" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE • \ \ \ 1/8" ANNEALED OR 3/16" ANNEALED OR 1/8" ANNEALED OR 3/16" ANNEALED OR TEMPERED GLASS ~ TEMPER ED GLASS ---'-\ TEMPERED GLASS \ TEMPERED GLASS ---'-\ DURASEAL, • DURASEAL, • DURASEAL, • DURASEAL, • ~ ~ "'-/ SUPERSPACER ~ SUPERSPACER 'o./ SUPERSPACER SUPERSPACER ':. I OR CARDINAL OR CARDINAL !1\ OR CARDINAL IA OR CARDINAL /\ XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES h H H \ \ \ . ; i; TABLE 4: REINFORCEMENT TYPES .. Reinforcement -···,_ ·.: ·;, ,, REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C < Upper Lite Lower Lite < -· -Level Bottom Bottom Side lj ' -, • ~ •. 1. ;,, -~ VINYL SH WINDOW FPA (NON-IMPACT) 12/13/14 - Top Rail xc--Rail Rail Rails "'] .0\ f10is .i - I! <SI J ROSOWSKI ,: / ,,_ 0 -- Rl A ~ GLASS/ANCHOR OPTIONS 'i - B A A ]4@ -i ~ R2 C A A A --. . ' ~~-',··.' ~ ,. . . .. - > ,- e o D N/A CERT. OF AUTH. #29296 °' De C R4 B A A " " . -1070 TECHNOLOGY DRIVE > ,-. '; \ • 0 D °' "'" N. VENICE, FL 34275 C ~I NTS Iii 1~~1 &~I A. LYNN MILLER, P.E. PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) (941 )-480-1600 -~ SH-5400 2OF 4 FPA-5400.0 P.E.# 58705 Ul SHOWN INSTALLED THROUGH 1X BUCKSTRIP EQUAL LEG FRAME SHOWNI FLANGE FRAME SHOWN A BUCK HEIGHT «- EDGE DISTANCE EMBEDMENT A ----- I EMBEDMENTn 'r--Fir'hr!'9 }!2] L___J-J l_JE -* 3, I EXTERIOR r l f« f» 11 411__" 24 AL-J) 1 j1- 1T11 00-]-- 1-1»- 11111 lilli '1,1 »*"36/ VERTICAL SECTION B-B EDGE DISTANCE OPT. SASH TOP LIFT RAIL OPT. SASH BOTTOM LIFT HANDLE/LOCK NO ANCHORS REQUIRED IN FLANGE OR EQUAL-LEG FRAME SILLS 4 FLANGE FRAME SHOWN SHOWN INSTALLED DIRECTLY TO SUBSTRATE 510=21 30 77T77-> 1 FLANGE / FRAME 4 SHOWN ,I11.11 il, IC:Z- Cl[Z][7Rs SHOWN INSTALLED THROUGH 1X - EMBEDMENT BUCKSTRIP EDGESZJ[32 '« DISTANCE1-»-4 rE 1 11013 \.wiT:73%1 4--1 1 4« EDGE j EX]!FOR 41=111 5 1<14 -41 DISTANCE EQUAL LEG BUCK WIDTH -FRAME SHOWNHORIZONTAL SECTION A-A 1 1=P) CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 EXTERIOR INSTALLATION THROUGH THE FRAME, INTO METAL 0 Ct b (/) INSTALLATION NOTES: 1 ) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. VINYL SH WINDOW FPA (NON-IMPACT) FLANGE & EQUAL-LEG/BOX FRAMES SH-5400 QU & NTS } 3 OF 4 U AS C me J ch Q ROSOWSKI FPA-5400.0 N (D PE Et 2 12/13/14 : 61ft,115 : , A. LYNN MILLER, P.E. P.E.#58705 EDGE DISTANCE SHOWN INSTALLED / THROUGH 1X / BUCKS TRIP / / / EMBEDMENT F':'.:::::=:::c~?'""""~~:::=:::c4 . __ _J_ FLANGE .......... ~ FRAME mt:::::=··=····=·...-::-·~ IS:==::::1 SHOWN I ---·----........_ ---....___ EMBEDMENT EMBEDMENT ·-· -···--·--j SHOWN INSTALLED DIRECTLY TO SUBSTRATE SHOWN INSTALLED THROUGH 1X BUCKS TRIP .---- EDGE DISTANCE J __ . ~ ·1 OPT. SASH TOP I \L Jj ~ LIFT RAIL BUCK HEIGHT EXTERIOR EQUAL LEG FRAME ¢i SHOWN 'l!=c==,:=== l DD .t __ ~rg=~n1 VERTICAL SECTION B-B ] OPT. SASH BOTTOM LIFT HAN OLE/LOCK NO ANCHORS REQUIRED IN FLANGE OR EQUAL-LEG FRAME SILLS / / c::J -///v EXTERIOR ◊ BUCK WIDTH HORIZONTAL SECTION A-A EXTERIOR INSTALLATION THROUGH THE FRAME, INTO METAL INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. ~ VINYL SH WINDOW FPA (NON-IMPACT) -2 6 12/13/14 ~ FLANGE & EQUAL-LEG/BOX FRAMES C 5 &;-J ROSOWSKI ~'-s CERT. OF AUTH. #29296 EDGE DISTANCE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ( 941 )-480-1600 ~ SH-5400 ~ NTS ] 3 OF 4 ~ Ji FPA-5400.0 -f: !i A. LYNN MILLER, P.E. V) VJ V) P.E.# 58705 SHOWN INSTALLED THROUGH THE FRAME r J-CHANNEL FRAME -3 SHOWN 1 BUCK HEIGHT M '918 EXTERIOR FIN FRAME SHOWN 1-- EDGE DISTANCE hr1------TLJ SHOWN INSTALLED THROUGH THE INTEGRAL FIN 13 jul r46,1=11 Ar U 11 hi-1 1 ZZ.. 111 1 , -------------- -- EMBEDMENT -- VERTICAL SECTION D-D EMBEDMENT OPT. SASH TOP LIFT RAIL 1 OPT. SASH BOTTOM LIFT HANDLE/LOCK EDGE DISTANCE i- EDGE 1 DISTANCE EDGE DISTANCE A EXTERIOR 0 SHOWN INSTALLED THROUGH THE FRAME «- EMBEDMENT YM\Illl- 10 -4110 3 C . J-CHANNEL FRAME L SHOWN '1 11 jl 1 < 11 1 1 C FIN FRAME SHOWN CluZZZ25 INSTALLATION THROUGH THE FRAME, INTO METAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-1600 4 CS <b CE 0 qj EXTERIOR BUCK WIDTH I k HORIZONTAL SECTION C-C 1 11 11 / 1! : 11 1/-*i kidizz EXTERIOR FIN FRAME SHOWN i 11}Ii [ 73 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL VINYL SH WINDOW FPA (NON-IMPACT) J-CHANNEL & INTEGRAL FIN FRAMES SH-5400 CD 3 NTS & 4 OF 4 e C 2S FPA-5400.0 k B 12/13/14 ROSOWSKI SHOWN INSTALLED THROUGH THE INTEGRAL FIN EDGE DISTANCE - 11/11(1111 1 7 FIN FRAME SHOWN b 0 INSTALLATION NOTES: i EMBEDMENT 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. 4 1(oils A. LYNN MILLER, P.E. P.E.#58705 BUCK HEIGHT EXTERIOR y EDGE DISTANCE EMBEDMENT EDGE DISTANCE ~]OPT.SASH TOP -LIFT RAIL OPT. SASH BOTTOM LIFT HANDLE/LOCK SHOWN INSTALLED THROUGH THE FRAME J-CHANNEL FRAME SHOWN EMBEDMENT □~ D FIN FRAME SHOWN EXTERIOR ~ goo -----------~~~I IF==c--=:=-::::=== === ~=~ =~ SHOWN INSTALLED THROUGH THE INTEGRAL FIN VERTICAL SECTION D-D EDGE DISTANCE INSTALLATION THROUGH THE FRAME, INTO METAL CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 )-480-1600 \ SHOWN INSTALLED THROUGH THE INTEGRAL FIN EDGE DISTANCE EMBEDMENT BUCK WIDTH ------------~ HORIZONTAL SECTION C-C lcXTERIOR FIN FRAME SHOWN INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL 2 VINYL SH WINDOW FPA (NON-IMPACT) ,_ INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. j! 12/13/14 . C ~ J-CHANNEL & INTEGRAL FIN FRAMES 2 ciS' J ROSOWSKI a a 0 ; ,- C C 0 "' :'.:!:::a "' " C > ,- C C 0 Cr Qc C, " C " ,, . e SH-5400 n NTS C 4 OF 4 ~ 0 FPA-5400.0 ii 0 ;, C ~ Q2: Cc 2 v; u, v; A. LYNN MILLER, P.E. P.E.# 58705 Used for Florida Product Approval FL13192.3 and FL13192.4 HardieShingle® Siding  For use outside of HVHZ, o HardieShingle Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2685-17 or RIO-2687-17. Consult the HardieShingle product installation instructions on the follow pages for all other installation requirements. James Hardie A smarter way to build INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS HS11121_P1/5 6/13 WARNING: AVOID BREATHING SILICA DUST 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 HardieBlade® 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 GENERAL REQUIREMENTS: • HardieShingle® siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com • 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 HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • When installing James Hardie® products all clearance details in figs. 1,2,3,4,5,6 &7 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. • HardieShingle siding may be installed on vertical wall applications only. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Figure 3 Figure 4 CLEARANCES Maintain a minimum 1" - 2" clearance between James Hardie® products and paths, steps and driveways. Figure 2 Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. 1" - 2" min. 6" min. siding Figure 1 concrete foundation 1" - 2" min. trim flashing Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer’s instructions. Provide a minimum 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. joist 1" - 2" min. water resistive barrier flashing deck material ledger siding startercourse Siding EFFECTIVE SEPTEMBER 2013STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES Visit www.jameshardie.com for the most recent version. OUTDOORS 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Best: i. Shears (manual, electric or pneumatic) b. Better: i. Dust reducing circular saw equipped with a HardieBlade® saw blade and HEPA vacuum extraction c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) INDOORS 1. Cut only using shears (manual, electric or pneumatic). 2. Position cutting station in well-ventilated area - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark - NEVER dry sweep – Use wet suppression or HEPA Vacuum Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using “Best”-level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. SD083105 CUTTING INSTRUCTIONS ¹For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com 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. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. STORAGE & HANDLING: HardieShingle®#ffto. ~~JamesHardie ~ HS11121_P2/5 8/13 Figure 7 KICKOUT FLASHING siding 1/4" gap flashing Do notCaulk Figure 5 Figure 8C Maintain a 1/4" clearance between the bottom of James Hardie® products and horizontal ﬂashing. Do not caulk gap.Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutﬂashing Self-adheringeaves membrane Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 6 fascia siding 1" gutter and end cap TRIM CONSIDERATION: Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). GABLE INSTALLATION: Figure 8DFigure 8BFigure 8A Because of the volume of water that can pour down a sloped roof, one of the most critical ﬂashing details occurs where a roof intersects a sidewall. The roof must be ﬂashed with step ﬂashing. Where the roof terminates, install a kickout to deﬂect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : “…ﬂashing shall be a min. of 4” high and 4” wide.” James Hardierecommends the kickout be angled between 100° - 110° to maximize water deﬂection Figure 9 Figure 10 Figure 11 Figure 13 Figure 14Figure 12 Installation over sheathing is recommended (Required for Individuals) for gables.* 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16”* to both the left and the right of the center line and snap a caulk line 3) Measure up 2” if you are off a roof line or ¼” if you are starting above a band board 4) Set the bottom of your 1 ¼” starter strip at that line 5) Place your 8 ¼” Starter Course -bottom level with the bottom of the starter strip 6) Set your ﬁrst row of Shingle - starting the ﬁrst piece at the vertical line left of center (If you are using staggered edged shingles Trim down the ﬁrst row to the shortest shingle length) 7) Drive nails approximately ¼” above Key ways 5 per full panel Center Nail can be either one of the keyways. (Stay by keyway to avoid shiners) (EX1) Blue Dots show nail placement 8) Measure up 7” with straight and 6” with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 1/8” Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Find center of gable; Snap a chalk line 1¼" starter strip - Make sure to meet clearances at roof line and/or horizontal trim First shingle goes on far left chalk line Second row begins at center chalk line Use left over and new pieces, where necessary, to ﬁll in opposite side Third row begins at right chalk line Snap chalk line 7" above ﬁrst row for second row of shingles Snap chalk line 7" above second row for third row of shingles Snap chalk line 15¼" from bottom of starter course 8¼" starter course in line with starter strip 15.25 7.00 Snap chalk line; 16" from center to the left and right *Panels can also be installed direct to stud up to 24"OC. Note: Snapped chalk lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 ½” or larger such as dryer vents should have a block of trim around point of penetration. HS11121_P3/5 6/13 Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 43, based on maximum 7" exposure. HARDIESHINGLE® STRAIGHT EDGE PANEL COVERAGE 7" EXPOSURE HARDIESHINGLE® STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" S teps 1 - 4 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Figure 16 S teps 5 & 6 second course 8¼" HardiePlank® lap siding trim first panel to hit center of furthest stud 1¼" starter strip 15-1/4" panels sheathing water-resistive barrier Trim 1/8” min. gap for caulk D O N OT N AI L THR OU G H THI S AR E A 16" or 24" o.c. 3/8" 7" position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges. 15-1/4" panels 1/8” min. gap for caulk 7" 7" first course second course third course Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle® Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HARDIESHINGLE® STAGGERED EDGE PANELS INSTALLATION S teps 1- 4 S teps 5 & 6 Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 50, based on a maximum 6" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15). HARDIESHINGLE® STAGGERED EDGE PANEL COVERAGE 1/4" gap. D o not caulk. band board Figure 16 Figure 15 HardieShingle® Staggered Edge Panel Installation Install HardieShingle® panels with joints butted in moderate contact. Due to overlapping of the joints, caulk is not required except where panels abut trim boards. (ﬁgs 15 & 17). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlank® lap siding starter course. 2) Place ﬁrst panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (ﬁgs 15 & 17). When installing over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and ﬂashing. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course, by removing the equivalent of one full stud cavity (16" or 24" OC), again abutting the cut end into the trim (ﬁgs 15 & 17). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities (ﬁgs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. second course 8 1/4" HardiePlank® lap siding trim first panel to hit center of furthest stud 1¼" starter strip 15 7/8" panels sheathing water-resistive barrier Trim 1/8” min. gap for caulk D O N OT N AI L THR OU G H THI S AR E A 16" or 24" o.c. 3/8" 6" position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges. 6" 6" second course third course first course Note: For aesthetic purposes you may trim the bottom of the panel to create a straight edge. If doing so, ensure all cuts ends are properly sealed and painted (ﬁg 14) 1/8” min. gap for caulk _J __ 0. t I -r--L--.-- I t t _J __ 0. HS11121_P4/5 6/13 HARDIESHINGLE® HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle® Half-Round Panels to both framing and to 7/16" thick APA rated sheathing. correct alignment Figure 20 HARDIESHINGLE HALF-ROUND PANEL COVERAGE position nails into framing through previous courses. Only when application is to minimum 7/16" thick APA rated sheathing, position nails spaced a maximum 13 3/4" o.c. Allow 3/8" from panel edges 8-1/4" HardiePlank® lap siding Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. 15 1/4" shingles 1/8 gap for caulk trim board 16" or 24" o.c. water-resistive barrier* sheathing 1 1/4" starter strip trim first panel to hit furthest stud 7" 1" 3/8" HardieShingle Half-Round Panel Installation Install HardieShingle® panels with joints butted in moderate contact. Due to overlapping of the joints, caulk is not required except where panels abutt trim boards. (ﬁg. 20). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlank® lap siding starter course. 2) Place ﬁrst panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (ﬁgs 20). When installing over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and ﬂashing. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. HARDIESHINGLE® INDIVIDUAL SHINGLE INSTALLATION HardieShingle® Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16" thick sheathing. Fastener Requirements 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used for ﬁxing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle® Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels about trim boards. Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (ﬁg. 19). 1) Install 1 1/4" starter strip and a 8 1/4" wide HardiePlank® siding starter course. 2) Install ﬁrst shingle from the end abutting trim. Install widest part of shingle placed downwards. (ﬁg. 18). 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course, leaving a minimum lap of 1 1/2" between successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. Figure 18 HARDIESHINGLE® INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Width 4-3/16" 5-1/2" 6-3/4" 7-1/4" 10" Number of Bundles 3 6 3 6 3 Pieces per Bundle 15 15 15 15 15 15-1/4" shingle sheathing water-resistive barrier Trim 1/8” min. gap for caulk 16" or 24" o.c. 8¼" HardiePlank® lap siding postion nails on nail line a minimum 3/8" from edge 1¼" starter strip 7" 15-1/4" shingle 7" max. exposure space shingles max 1/4” apart Leave a min. lap of 1-1/2” between joints in succesive course Install with the widest part of the shingle placed downwards! 4) Start the second course, by removing the equivalent of one full stud cavity (16" or 24" OC), again abutting the cut end into the trim (ﬁg 20). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities (ﬁgs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. _J __ l o--t___ ~...--•~---,n---'..........,r--~·~~ l _____ i ___ _._________.,.___ ..... ....____.,._________.. 1• DO NOT NAIL THROUGH THIS AREA HS11121_P5/5 6/13 PRIMING & PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie® products must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlus® product versions of HardieShingle® Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A ) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENINGGENERAL FASTENING REQUIREMENTS James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer’s written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. Figure 21CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum (1") thick trim CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. Figure A Figure B countersunk, fill & add nailsnug flush DO NOT under drive nails DO NOT staple CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. • Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle® siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290, HardieShingle lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 International Residential Code for One- and Two-Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardieShingle lap siding is also recognized for application in the following: City of Los Angeles 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 California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications Please visit www.jameshardie.com for Additional Product Information and Availability, Installation Information, Warnings, and Warranties © 2013 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. is a registered trademark of James Hardie Technology Limited. A B C D ~ .. JamesHardie