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2029 Duna Vista Ct RES21-0139 Kitchen RemodelOWNER:ADDRESS:CITY:STATE:ZIP: DUKES MICHAEL W 2029 DUNA VISTA CT ATLANTIC BEACH FL 32233-4534 COMPANY:ADDRESS:CITY:STATE:ZIP: Bluewave Builders Inc.822 A1A North # 310 Ponte Vedra FL 32082 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169506 1622 SELVA NORTE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2029 DUNA VISTA CT RESIDENTIAL ALTERATION RESIDENTIAL KITCHEN REMODEL, WINDOWS AND DOORS $128000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $564.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $282.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $12.69 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.46 TOTAL: $867.15 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: 8/10/2021 PERMIT NUMBER RES21-0239 ISSUED: 8/10/2021 EXPIRES: 2/6/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 8/10/2021 PERMIT NUMBER RES21-0239 ISSUED: 8/10/2021 EXPIRES: 2/6/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $867.15 RES21-0239 Address: 2029 DUNA VISTA CT APN: 169506 1622 $867.15 BUILDING $564.00 BUILDING PERMIT 455-0000-322-1000 0 $564.00 BUILDING PLAN REVIEW $282.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $282.00 STATE SURCHARGES $21.15 STATE DBPR SURCHARGE 455-0000-208-0700 0 $12.69 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.46 TOTAL FEES PAID BY RECEIPT: R16566 $867.15 Printed: Tuesday, August 10, 2021 9:20 AM Date Paid: Tuesday, August 10, 2021 Paid By: Bluewave Builders Inc. Pay Method: CREDIT CARD 495083464 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16566 ~+; CENTRALSQUARE 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 Type ____________________________________________________ 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 IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RES21-0239 Building Permit Application City of Atlantic Beach Building Department 800 Semino le Road, Atlantic Beach, FL 32233 Phone: (904} 247-5826 Email: Building-Dept@coab.u5 ••ALL t.N,fORMATtON HJGHUGHTED lN GRAY IS ~£QUIRED, JobAddte:$S.: __ -'9"/l:,;;E.;::'-"~':!".!-!:e:!!:C<;_ _____________ ~ermitNumb~: ____ _ legal Descrip tion SclYil Nqrtc. lkii!Twp lg!§§ RE# 169506-162.2 valu~tion of Work. l Rep~cement Cost} $,._c1,s.,.,,ooo,,,_ ____ Heated/Cooled SF not ct,ii:091119 Non-Htattd/Cooted l'lf)Cdl¥!$1i"l'\Q • Oass-of\Yotk! l lNew i JAddi l iOn UAll."c...'f(lliC)n ~t"Poir O MO'Vt'. □Demo □Pool □Wmdow/Ooot • • Use of e mtfng/propo.,;ed structute(s): n co«u·n~cial lilR~enti;.d / If an exi'Sting stnx:b.Jm, is i fi re wiink~r syStiem fnst.illl?d?:· □Yes '0No De.scribe in detail the type of wori: to be p,t'!rfo~: \\fmdqw roplnoenv:,n~. <!(XI( ~111t, ar;o kllerl8Tt f8l'!\O(IGI Aorlc:la Pr od u-ct Approval Ir Sec PMorm Property Owner Information _____ ror muttiole products use product apprO'l•al foml Name Miel-,.;,cil ¥Id M:,v-Ouko::r!I Oty All&rtie Btee.li ~Mail mm.mclcrn@-.com Owner or Agent (tf Agent, PCJNe.r of l\ttome.y or A£enc;y u,mt1 Requir ed) ________________ _ contr.s.ct.orlnformarlon N.irric o t Col't"tP~V BluAWi-llVH Buiklu..n--)., In(-QJJ.:My\ng Ag.etlt ?;,id Zdzo1ri -----~ Address 822 41 A '-! sur,n 1'1.JO City PflQi.oJ{Mm Bfrxj)State p,.. Zip 3?08 " Off.Ce Phone 4fl4...?.4tJ;W85 _ Job Site Contact Number ...... 9,;0,:4,:-2,c4802:-l!03.,9;eSL _______ _ Stotc Ccttifiaition/Rcgistration fr Csefie:2Bq4 E-MaO P2:@'blwwav~cs.com Architect N-artJio:e &Phone # _ __,,~------------------------------ Engint('('$ N~me & Phont-# ·--- workf'.tS compe,nsauon insurer Buildltf".._Nlulu.1.i OR Exempt ti Expiration Date-'""'""'""'""'='~--- AppUcatlon iS herebv m3de t o obtain a p,e<mit to d<t lh<:: w-ori. and inst.illations as indkated, I certify that no work or instal\a tkln h.M oommtnc~ prior toth~ issu.ince of a permit and t h.at aU work will be pe.rfocmed to mfft th.e standatds of 311 lht lawi; r<:gul.lting construction in this-jurisdktion . I u r.derm.od that a sep.11:ate permi1 mus: be $t¢urtd f01 £lfCTRICAl WORI<. PLUMBING, SIGNS. WEUS, POO~ RJRHAC£S, 801lfRS..._ HEATERS,_ TANKS, ~nd AlR COffDITIOt-,JERS. c-tc. NOTICE: In addition to the requirements of this 1)(1mit, th~,.._.. 1'1",W be :Jddition~I H?stric:tions appli<able to this properry that may be found ll'I the pubUc rKords. of thi.S c:ou11ty, .,1r-.d there MaY be additional permits re~ired from othef govemmtt'ltal Hltitlf'.S sud, a:; w.'ltC"I m:ma_g(mc-rct db.tric:t'l;_,. sratt-~ciE>s, or fede.--al agen~. OWN ER'S AFFIDAVIT: I certify that a ll th e foregoing i11formation is accur ate and that an w ort will be done tn c;:ompliat\ce-with ;)JI app lic.ible la ws. regulat ing constructloo and :on\t\g... WARN ING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN BEF'OR~-- RECORD YOUR NO E O COMM ENCEMENT. re ot o .... 11er or.A.gem} Signed ahd $WO(l'I l Q {or <'.'ffirrntd) be/ore me this l,Gt"°' dJ>y of J._.\y , ty,t, , by Sign~ and SWQrt\ lO (or ' ./i...17 . 7,.2/ ,by~,,,_.L,,etz,!""-...,,....,,...,,~ .•. ~•~ lli'IDISa,(. G. ' rl?: ol ''11 A ": ~YC(U,M $.'r;ON I g ~~._~} EX})IRCS:.Jc::1e -l,202~ { ) ,,:i' ., .. ~~,,-• 11'11Ht;kiy'l'ltk~"'"l'te"s i-1 Pr en atton T\IJ)t Of ldendftc.atlon: a J.k~'&Y \:Gd-!'.l!". RES21-0239 NOTICE OF COM MENCE MENT State of Aorida Tax Folio No. ____________ _ Countyof _D_uva_, ________ _ To Whom It M~ C(l(l(cm-: The undersigned h ereby i nforms you that lmptovements will b4! made to certain real property, and in tccordan~ with Section 713 of the Uortda Statutes, the fo11owin& i nformation is stated "in this NOl lCt: OF COMMENCEMENT. ~;;,I ~ription of p roperty being imprO\'ed: Selva Norte Unit Two Lot 66-,__ __________________ _ REO' 169500-16'2'2 Addn."::i.S oJ property bei ng improved: :20=29:..::D~•~na=-~Vi~!Sta=Ct=, _________________________ _ General description of improve ments: Window replace ments. door rep&ace~ and ~ remodel Owner: Miko w,d f,i;aty Ouk.es Address; 2029 Ouna Vista Ct Owner's interest in sit~ o t the improvement,"""'=~--=='-------------------------- FttSimple Trtleholder(ff other than owner)! ___________________________ _ -·---------------------------- Contractor: Sluow..Mt Builders, Inc. Adc'ff!!o!o: 822 A1A N suite t310 Telephooo No.: 904-248-0395 Fax No: ,N~A-'----------- Surery(ifany) ___________________________________ _ Addrcss;-_____________________ Amount of Bond S ________ _ i ele:ptione No : _________ _ Fax No: __________ _ Name ~no address of a.nv person m aking a klan for the construction of the im J)fovem~nts ------------------------------- Address:--------------------------------- Phone No: ___________ _ Fax:No; ___________ _ Hamt of G)er$0<l within, the S.tirtc of Aorida , other than himself, designated by ownt;r uport ",.horn noti«?s or other d ocuments may be served: Name : ___________________________________ _ Aodte:s$: ________________________________ _ Te lephone No: __________ _ F~x;No; ___________ _ tn addition to hirtlSdf, own er d~tes the following person to r eceive a copy of lht Li,mor'~ Notkf.' as provided in Secoon 713 .()6(2) lb), Rorida Statues. fFill i n at Owner's option) Name: ___________________________________ _ Addrc:ss: ___________________________________ _ Te lephone No: __________ _ ficpiration date of Notioe of Ct:>mm t.."tM;cmcnt (th~ expir ation date is on e fl) year from the date of tecot ding u nless a d lfferentdat ls 2? _,. l>-i:$1 SQteifiedl: __________________ _ - THJS SPACE FOR R ECORDER'S USE ONLY Ooe#202119<937,0Rm<1~~ P9~9'3!. Nm,~r 1-'ag~· ! Reo:11d ed07J2912021 12:57 rM J (.)OY PH-11.llP.$ Ct,.f..RK ('.«R(',tJIT COURT OOVAl COUHTY R£COROINC $10.00 OWNER. ;:;;:.,.,,..~ {),, ,..., ~ ;,yof~~r -'.1at'Zl noUy .ippe;,r-ed ~-' ~. State of~...lount'(of Owal. )t Rori:!;,,. ha$ ~r.sQ lot;i,y Public ;,; ura 11v comm,ss-on ex::,fr -e:rson;,!ly ~own; 'rodlJCed ldentit.ca «:...li.M,: i . l4Jt-< , t iOJ'I: ~ ' " 11ea -N "'I: :r .,..-SI ;:: "" .. "' o ;i:-.. el ,,.,., ,,,-, ' " 'Z t ~i7?i tl ~ :;!' ii\ the COunty of D,,ml, St;:, ~~!ll -~ ~ D ., ~ '§ " • ,z :(◄) I-....~·-... ,_y ~$·' j Page 1 of 4 Updated 10/17/18 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: _________________________________________________________________________ Permit #: ___________________________ *Owner/Project Name: _______________________________________________________________________________________________________ As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, 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 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B. WINDOWS 1. Single hung 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 2029 Duna Vista court Mike and Mary Dukes Plastpro fiberglass door 17347.1 Kolbe Fiberglass window 22655.4 Kolbe Fiberglass window 22242.1 RES21-0239 I - ~ - ' I I I I I Page 4 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products use d on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacture r'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 diff erent components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name):_________________________________ *Contractor Signature: ___________________________________________ *Company Name: __________________________________________________________________________________________________________ *Mailing Address: __________________________________________________________________________________________________________ *City: _______________________________________________ *State: ______________________ *Zip Code: _______________________________ *Telephone Number: ___________________________________ *E-mail Address: _______________________________________________________ Cell Phone Number: _____________________________________ Fax Number: _________________________________________________________ Paul Zebouni Bluewave Builders, Inc. 822 A1A N suite #310 Ponte Vedra Beach FL 32082 248-0395 PZ@bluewavebuilders.com 248-0395 GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. 8. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIP /NAIL FIN TO (SUBSTRATE) OPENING FASTENER TYPE FRAME & INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK . . . S I M I L A R I A 1 \ . \ . 1 , / • z 0 v i z w ~ 0 c . , z 0 _ J w ~ < ( a : : l . J . . . x < ( ~ N . . . . . _ _ _ ~ L O C X ) MINIMUM MI N I M U M EMBED ED G E D I S T . . . . . . . . . . . . . . . . - 5 5 1 / 2 " M A X . F R A M E S H O R T D I M E N S I O N - 6 " M A X . - 5 5 1 / 2 " M A X . F R A M E S H O R T D I M E N S I O N - 1 a " M A X . o . c . I / A Z V A 3 \ 6 " M A X . . A 1 2 r N A I L F I N . . . . . . . . . . . . . 4 0 . . S I M I L A R / A 1 \ . V \ V . ' . . . - ' " F l N F A S T E N E R W I T H I N _ / • 4 " O F C O R N E R S & 4 " M A X . . O . C . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N T H I S S H E E T F O R R E Q U I R E M E N T S . E X T E R I O R E L E V A T I O N : S I N G L E W I N D O W S C A L E : 3 / 4 " = 1 ' - 0 " ( N A I L F I N M O U N T C O N D I T I O N ) O P P O S I T E A 1 2 " " \ . . 2 . , / \ . : V , - - ' f l - - - ~ - - ' l a - - ' f r - - ~ - , . j . . _ _ _ . . l . . ~ - - - - , - - - 1 - - - 1 - - - - - - - - - - - I 6 " M A X . 1 I I \ V I ' U 1 v z 0 v i z w ~ 0 c . , z 9 w ~ < ( a : : l . J . . . x < ( ~ N . . . . . _ _ _ ~ L O C X ) J I I 1 . . - - 1 1 , , d - l - - N A I L F l N A N D F R A M E S C R E W S O R _ / 1 1 I N S T A L L A T I O N C L I P S I ~ I I ~ I I ~ A N C H O R I N G O F N A I L F I N I S O P T I O N A L & S H A L L N O T A C T A S A S U B S T I T U T E F O R T H E F R A M E A N C H O R S S P E C I F I E D . W H E R E S H O W N . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N T H I S S H E E T F O R R E Q U I R E M E N T S . E X T E R I O R E L E V A T I O N : S I N G L E W I N D O W S C A L E : 3 / 4 " = 1 ' - 0 " ( F R A M E S C R E W A N D C U P M O U N T C O N D I T I O N ) O P P O S I T E / A Z V A 3 \ \ . . 2 , A . V I ~ I I ~ I I X < ( ~ C X ) 0 ~ _ _ _ , _ _ _ . . _ _ _ I . _ _ _ _ _ _ _ _ - - + - - - - . . - - - - - - . . - - - - - - - , , - - ~ ~ x . L - . Q . - 7 , _ - - ~ - - - I J , , _ _ J t A L L O W A B L E D E S I G N P R E S S U R E + / - 5 0 P S F (MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3 / 4 " - t - W I D E N B U C K S F O R C L I P M O U N T A S lt-~-~--------=-----+------------+--FU_L_L -1- - - 1 - . . - - 1 R E Q U I R E D T O M E E T E D G E D I S T A N C E N O T E : L O N G D I M E N S I O N M A Y B E H O R I Z O N T A L O R V E R T I C A L . lt-_M_I_N ._1 8---.:.G_,.A.~33'--'-K-'-Sl'---M E=-T..:..A=-L -=S..:..TU::.:D=---+.:.:.N..::.O -~1 O=--=G.:..:.R ·=-=-5 -=S:.=E:.=:LF___:_:T A..::..P.L./..::.DR:..:.:l::.::LL:._:::SC:::.:.R.:.::E:.:..:.W-l--'.....:::..::::=---- 1 - - - _ . : 1 ' . . ! . . . . : : . . 2 - - - I R E Q U I R E M E N T S . MIN. 1 /8" THK A36 STEEL NO. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1 / 2 " MIN. 1 /8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1 / 2 " n-------M_I_N._C-_9_0_CM_U ____ +-____,...<1.,......) ...:.1!...../4_"_C ___ O::......N...:.C ___ RET=E--=S:..:.C ___ RE::.:.W:...___----1-..:_1 ___ 1.,!,_/...:.4'_' -1---- = 2 c . . . . . " : : : . : : : : t - . - - N O T E : H O L E S I N C L I P S M A Y N E E D MIN. 2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2 " _ L J T O B E W I D E N E D T O A C C O M M O D A T E t---~:......:...::.=....::...::......:...:~==7::(2.-) -NA_I_LIL.N_G....:...F_I N~F-A...:.S.::..:.TE:..::N:..:..:E:..:.:R::_S..::.::..:..:.=.:..:_ __ .L.:...,_:...£...::..._j _ _ _ : : : . . _ - - - 1 1 / 4 " C O N C R E T E S C R E W S . MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) NO. 8 SMS SCREW 1 3/8" MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) 11 GA. ROOFING NAIL 1 3/8" MIN. 1 /8" THK A36 STEEL NO. 8 GR. 5 SELF TAP /DRILL SCREW FULL MIN. 1 /8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP /DRILL SCREW FULL (1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). (2) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR A FLAT WASHER AT THE SCREW HEAD. 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " H A V E A N C H Q R / S U B S T R A J E E V A W A D Q N N O T E ; A L L A N C H O R S I N T H E I R S P E C I F I E D S U B S T R A T E S H A V E B E E N A N A L Y Z E D I N A C C O R D A N C E W I T H T H E I R A P P L I C A B L E S T A N D A R D ( S ) A N D A R E F O U N D T O B E C A P A B L E O F S U P P O R T I N G A L L L O A D S I M P O S E D O N T H E M U N D E R T H E G U I D E L I N E S O F T H I S D O C U M E N T . A N Y S U B S T R A T E S O R C O N D I T I O N S O U T S I D E O F W H A T I S S H O W N H E R E - I N S H A L L B E S U B J E C T T O J O B S P E C I F I C E N G I N E E R ' S R E V I E W & C E R T I F I C A T I O N . I N S T A L l , A l ) O N N O T E ; W H E N N E C E S S A R Y , I N S T A L L A T I O N M E r H O D S M A Y B E M I X E D W I T H A N Y O N E W I N D O W S U C H T H A T I N D I V I D U A L S I D E S O F T H E W I N D O W M A Y U S E O N E O R T H E O T H E R A N C H O R M E T H O D ( E X A M P L E : S i l l M A Y U S E F R A M E S C R E W S M E T H O D W H I L E O T H E R S I D E S U S E F I N ) C O N D I T I O N S S H O W N I N T H I S D R A W I N G A R E G O V E R N E D B Y I N S T A L L A T I O N R E Q U I R E M E N T S O N L Y . T H E G O V E R N I N G C O N D I T I O N S O N A N Y S P E C I F I C P R O D U C T S H A L L B E T H E L E S S E R O F T H O S E S P E C I F I E D I N T H E P R O D U C T S S T A T E A P P R O V A L O R T H A T S H O W N I N T H E S E D R A W I N G S . T H E S E D R A W I N G S A R E A P P L I C A B L E O N L Y T O T H E P R O D U C T S P E C I F I E D . T H E Y M A Y N O T B E U S E D F O R T H E A S S E M B L Y A N D / O R I N S T A L L A T I O N O F A N Y O T H E R P R O D U C T N O R M A Y T H E Y B E U S E D F O R R A T I O N A L A N D / O R L O C A L A P P R O V A L O F A N Y P R O D U C T N O T P R O D U C E D B Y T H E M A N U F A C T U R E R S T A T E D O N T H E S E D R A W I N G S . D R A W N B Y : w . w . s . P L O T : 1 = 1 6 w ! . : a z 0 ! i : ; , : < J ! 1 1 w a z 0 i i i ~ a : : c i z ~ 0 C l z 3 : ~ ( / ) ~ 0 : : : i 5 f 3 i i : w ( / ) C H E C K E D B Y : w . w . s . D A T E : 0 4 / 1 5 / 2 1 D 1 9 9 6 N U . I R E V . S H E E T N O . 1 O F 2 SEALANT BY OTHERS BEHIND NAIL FIN NAIL FIN ;: '. >-4~~: /:~ ... :-·:: ,".-... i ·: . ,; <t, :·, · ; '., '.!;I::\ ==::::::;;::z=:::=> I EXTERIOR I SECTION SCALE: 3/ 4 FULL 2 (NAIL FIN MOUNT) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 3/8" MAX. SHIM AS 7 REQ'D z 0 ci'i z w ::::!? a w ::::!? <( EE SUBSTRATE BY OTHERS CLIP SCREW PER ANCHOR PER "FRAME ANCHOR REQUIREMENTS TABLE (1 REQUIREMENTS TABLE" PER CLIP) .. ·.• ' _t: :. •:". ·: .': .. ~ --~ .. ~: ~·.: : .. ·. /. ~-~-,. ::· OPTIONAL NAIL FIN MAY BE REMOVED SEALANT BY OTHERS I EXTERIOR SECTION SCALE: 3/4 FULL 2 (INSTALLATION CLIP MOUNT) 1 MAY BEND OR TRIM CLIP EXCESS AS REQUIRED WITHIN 1" OF SCREW NO. 8 X 3/4" SMS SCREW (1 PER CLIP) z 0 U1 z w ::::!? a w :::E <( 0:: LL. O P T I O N A L N A I L F I N M A Y B E R E M O V E D F R A M E S C R E W P E R E L E V A T I O N S U B S T R A T E B Y O T H E R S P E R " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " 3 / 8 " M A X . S H I M A S 7 R E Q ' D S E A L A N T B Y O T H E R S z 0 U 1 z w : : : E a ' - - - - - - - 5 . 8 7 5 " - - - - - - i S C R E W L O C A T I O N S H A L L B E I N I E X T E R I O R I S E C T I O N S C A L E : 3 / 4 F U L L 2 ( F R A M E S C R E W M O U N T ) w ~ E E O N E O F T H E S E : f l c c = ) 0 G ) I N S T A L L A T I O N C L I P C O N T I N U O U S W O O D M E M B E R L E S S I N T H I C K N E S S T H A N A 2 X _ B U C K T O B E M I N . 3 1 / 2 " D E E P ( N O T R E Q U I R E D W H E N S H I M S P A C E I S W I T H I N A L L O W A B L E D I M E N S I O N S S H O W N I N S E C T I O N S ) . N A I L O R S C R E W T O S U B S T R A T E A S R E Q U I R E D T O P O S I T I O N A N D S E C U R E I N P L A C E . S E A L A N T B Y O T H E R S I E X T E R I O R I F R A M E S C R E W P E R E L E V A T I O N & " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " / S U B S T R A T E B Y O T H E R S P E R " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " . . O P T I O N A L D I R E C T M O U N T D E T A I L T O S U B S T R A T E W I T H S P A C E R ( H E A D S E C T I O N S H O W N ; S I L L & S I D E S A R E I N S T A L L E D T H E S A M E ) M I N . 5 0 K S I G A L V . S T E E L 1 " 0 . 0 6 " j D R A W N B Y : C H E C K E D B Y : w . w . s . w . w . s . P L O T : 1 = 1 6 D A T E : 0 4 / 1 5 / 2 1 f u z a I i : i E ( . ) ! : I C z a i i i ~ a , : c i z ~ 0 C l z ~ t : i ( / ) ~ a : : : c S ~ i E w ( / ) 1 - z w c . , a : : : 0 - L L . D R A W i G N O . R E V . 1 9 9 6 S H E E T N O . 2 O F 2 ,-.: 'Sj" M r---' -' LL. en :,; -q ,-.: 'Sj" M r---' -' LL. ----0 N 0 !:2!. !;;: M r---' u -c u "' C. E ·c 0 f u "' C. E ' 0 0 0 Vl Vl "' ~ QJ .c u::: r---'Sj" M r---' -' LL. ----Vl n:i e C. C. <( -u :::, "O 0 6: "' "O ·g u: <( r:::-z w z <( 2 ex: w a. u C e g-"' a: ----Vl c -~ ~ ex: plastpro 5200 W. CENTURY BL VD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOOR S SINGLES w/ or w/o SIDELITES INSWING I OUTSWING "NON-IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Ancho r embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1 .2. 4. For 2x stud framing construction, anchoring of these units shall be the sam e as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door & Sidelite panel details 3 Lite frame glazing details 4 Elevations 5 Horizontal cross sections 6 Horizontal & Vertical Cross Sections (2X Buck) 7 Horizontal & Vertical Cross Sections (lX Buck) 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 9 Vertical Cross Sections (Thresholds) 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Buck anchoring 12 Frame anchoring & hardware details 13 Bill of materials and components X • 0 X 0 • X 0 o x 1 1 5 . S ' M A X . O V E R A L L F R A M E W I D T H 7 3 7 . 5 " M A X . 3 7 . 5 " M A X . F R A M E W I D T H 1 1 F R A M E W I D T H I 0 X 0 0 0 1 . s • _ _ _ _ j ~ _ _ _ _ j ~ l . 5 " X • 0 X • 0 0 0 0 X O x o o 0 0 o o x X + 4 7 . 0 - 4 7 . 0 + 4 7 . 0 - 4 7 . 0 3 7 . 5 " X 8 2 . 0 " N / A o x , x o o x o , o o x , x o o 7 5 . 0 " X 8 2 . 0 " 7 5 . 7 5 " X 8 2 . 0 " 7 6 . 5 " X 8 2 . 0 " 1 1 2 . 5 " X 8 2 . 0 " 1 1 4 . 0 " X 8 2 . 0 " 1 1 5 . 5 " X 8 2 . 0 " N / A l X 2 X N / A l X 2 X + 3 5 . 0 - 4 0 . 0 + 3 5 . 0 - 3 5 . 0 + 4 0 . 0 - 4 5 . 0 + 4 0 . 0 - 4 0 . 0 + 5 0 . 0 - 5 0 . 0 + 5 0 . 0 - 5 0 . 0 + 3 5 . 0 - 3 5 . 0 + 3 5 . 0 - 3 5 . 0 + 4 0 . 0 - 4 5 . 0 + 4 0 . 0 - 4 0 . 0 + 4 7 . 0 - 4 7 . 0 + 4 7 . 0 - 4 7 . 0 • X 0 0 N 0 N r - - L . . Q ) . D E Q ) > 0 z 1 J Q ) L . 0 a . Q ) L . 0 . . 2 C Q ) E : J u 0 0 . : . : u : : : : , 0 0 a : : : C L . . . . 1 ) ' E O l . . c o U - q - ( / ) t ' ) v u : C ( ) o z 1 ) c w > . . _ J C L V l U 4 . < ( . . J a V l U 2 8 : 0 j : : : , . . . . . _ < ( 0 c t : C \ j : : i 0 c . , C \ j G : : ' - - - ' 2 . o a ( . ) w x ~ 0 " 0 0 o . _ o w X I - < ( a a a C L < ( : : i O o C \ j C \ j < O ; ; ; . . ~ a ~ ' - . . ~ c o s j - 1 ' ) ~ ~ > - . . . , . . . , m ( . ) ( . ) 8 : 8 : R ~ 0 0 ~ ~ 8 8 ~ ~ < O I f ) ~ ~ ~ ~ c § c § C L C L : : i : : i " I f ) $ w ~ ~ C \ j ~ 0 ~ 0 0 C \ j z D A T E : 1 0 / 0 8 / 7 4 S C A L E : N . T . S . D W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 7 7 . 3 4 7 . 7 S H E E T _ 1 _ O F j _ J _ ( / ) z 0 ( / ) > w 0 : : c . i ~ l J J f - z ~ f - J : : J l J J z D C J [ ! ) z 0 J : : J m 3 1 1 ' . < t - D N ( Q ) N en 3: ~ ,...: '<t n") r--' -' LL ::::::: 0 N 0 ~ r--'<t n") r--' -' LL /' V, 01 C -~ ~ EB 0 ' u -c u "' Q. E I-·c I 0 l') L ill u I "' _J Q. E w z ' < 0 CL 0 x 0 V, < V, ~ "' ei ro QJ N .0 ~ u::: ....... r--'<t n") r--' -' LL /' V, iii > 0 0.. Q. <{ -u ::, -0 0 a: "' -0 "§ u: <{ ,::::-z w z <{ ~ er: w a. u E 2 g-"' a: E C -~ u <. er: ·" • • • .d • • ,,,,._· ., ... .tl . '. . . . · . ., .. . .tl . ·. HINGE STILE (LVL) r 35.75" MAX. PANEL 7 WIDTH [> . I . 1,;l I . ~ . e \..,, . I 1,;l I (2\ ~ ® PLASTPRO DOOR PANEL ® PLASTPRO SIDEUTE PANEL 7 b--. 'v ~ o.:i (") ro LO lJ SEE DOOR LOCK DWARETABLE HAR E X T E R I O R . , ; b . t , . . . a , • • • a . : . . . . · . . I N T E R I O R H O R I Z O N T A L C R O S S S E C T I O N . . . . . . . . . . . . . . . . . . · · · · · · · · · · · · · · · · · · · · • · · · · • · ' . . , - - · · · · - · · · D O O R t o c k H A R D W A R E T A B ( ¢ . . M A N U F A C T U R E R K W I K S E T S C H L A G E S C H L A G E Y A L E D E X T E R B Y S C H L A G E K N O B : S E R I E S ( 4 0 0 ) D E A D B O L T : S E R I E S ( 6 6 0 ) H A N D L E S E T : " F ' ' S E R I E S ( F 6 0 ) D E A D B O L T : " F " S E R I E S ( F 6 0 ) K N O B : " F " S E R I E S ( F l 0 ) D E A D B O L T : " B " S E R I E S ( B 6 0 / 6 2 ) K N O B : C I R R U S 1 0 0 C D E A D B O L T : 8 2 0 S I N G L E C Y L I N D E R K N O B : J 5 4 D E A D B O L T : J D 6 0 L A T C H S T I L E ( L V L ) T O P R A I L ( C O M P . ) I N T E R I O R F O A M C O R E ( P O L Y U R E T H A N E - 1 . 9 P C F M I N . ) F I B E R G L A S S S K I N - - - - - ( 0 . 0 7 5 " M I N . T H K . ) B O T T O M R A I L ( C O M P . ) l > r , . • • , , . • : v . . . t l . . , . . _ . E X T E R I O R ' . , : . t l , · · . . _ . · . • ~ . : ~ ' \ : • : : : · ~ : < ~ : - : · ~ V E R T I C A L C R O S S S E C T I O N a : : ~ ( . I ) u O - - . J : z : O - . J - - a ~ [ : § 0 ( / ) ~ a : : ( / } c . n a ~ : s C D ~ - . J ( / } ( . ' . ) : : ; ; L u : s a : : : w o : : : Z : C f ) o r t Q ~ C f ) < { 0 ~ G : a 0 : : u 0 : : : > 0 f - 0 0 : : 0 : : < { 0 . . . 0 . . . V ) ( . ) ~ ~ > - L L < ( . . . . . J a . . . , . . . , O ] V ) ( . ) l . l ( . ) z ~ ~ ~ 0 j : : : - - - - - R ' ~ r i ~ : : : > 0 0 0 c . , C \ j ~ ~ ( / ) i L : ' - - ' z z . s s 0 o S l . l e n x ~ ~ ~ > 0 r - - . . ( 0 l O w 0 0 : : : - ~ 0 [ : ' . ~ ~ ~ ~ ~ < ( c § c § a a □ a l l . C l . C l . « : : : : i : : : > : : : i z O o l O [ J J " I - ~ C \ j - $ w z ( 0 ~ ~ < t " I - - o ( ' J ~ _ J , . . . . . . . . _ 0 : J : : c o " [ J J 0 z 0 D - l - " 1 ( ' J - z ( ] D A T E : 1 0 / 0 8 / 1 4 ~ ~ Q S C A L E : N . T . S . _ J : J D W G . B Y : J K m C H K . B Y : L F S ~ c i D R A W I N G N O . : s t F L - 1 7 3 4 7 . 1 ~ D N S H E E T _ 2 _ O F _ L l _ ( Q ) ' ...J LL. --0 N 0 ~ ..... 'SI" rn ..... ' ...J LL. -;;:; O'I C '§ ltl 0 ' u ..::; u ltl Q. E ·c 0 ';' t ltl Q. .s ' 0 0 0 V) V) ltl 0) a:; .n u:: ..... 'SI" rn ..... ' ...J LL. -;;:; 'iii > 0 0.. Q. <( .... u ::, -0 0 ,t ltl -0 -~ u:: ' ~ z w z <( L er:: w CL u C 6 B-V) ltl E: '£ C 1 rr iii I-I I w t'.) :E iii <( I fl: 0 I-_j I 0 t'.) =::; >< >< <( <( :E :E M &, (") il 23.88"MAX. FRAME WIDTH F 21.13" MAX. ~ D.L.O. WIDTH __j_ . . . cJ 0 #8 X 1-1/2" PPH SMS . . ·7 rn r--.. c--i ~ I :_J #8x2-1/ Z' PPH SMS TYP.) J..--/ ( rn ci ~ _l_ JJ 3.25" _j f--(TYP) t ODL LITE FRAME rn I': 2A F - . . L O c i _ l - t 1.375" ODL LITE F R A M E HP Polypro p y l e n e #8 X 1-1/2" PPH SMS r GLASS BITE 3/8" INTERIOR 111 /2" OVERALL GLASS THK. t j ~ 1 /8" TEMPERED GLA S S AIR SPACE 1 /8" TEMPERED GLA S S EXTERIOR ALUMINUM SPACER 2A @GLAZING DETAIL 3 . 2 5 " ( T Y P . ) - - - - - 1 I ~ # 6 X 1 - 3 / 4 " P P H S M S I - I I - t ' . ) I i i i t ' . ) I i i i w I : E w < ( : E D e : : < ( L L D e : : > < L L < ( > < : E < ( C X ) : E 0 0 M L I ) - 0 - 0 L L 2 1 " M A X D . L . O . W I D T H 2 3 . 8 8 " M A X . F R A M E W I D T H R S L L I T E F R A M E a . : ~ c J 0 r n r - - . . c - - i I ~ # 6 X 1 - 3 / 4 " P P H S M S # 6 X 1 - 3 / 4 " P P H S M S I N T E R I O R H O T B U T Y L S E A L A N T ( A D C O ) _ _ , - - d E X T E R I O R 3 A @ G L A Z I N G D E T A I L t L @ R S L L I T E F R A M E 3 / 8 " G L A S S B I T E 1 / ' l ' O V E R A L L G L A S S T H K . 1 / 8 " T E M P E R E D G L A S S A I R S P A C E 1 / 8 " T E M P E R E D G L A S S C O N T I N U O U S M E T A L S P A C E R a : : : V ) o O - . . J : z : O ~ ~ - a 0 V ) ~ ~ a C l : : : V ) L L . . ( . ' . ) ~ : 3 I D I = ! ~ V ) O ~ : 3 a : : : w - N l / ) - . . J : 3 Q ~ l / ) < ( ( . ' . ) f - ' . . . ' . C : a : : u 0 : : J 0 I - 0 a : : a : : < ( 0 . . . 0 . . . V ) ( . ) : , , : : : , , : : > - k . < C . J 0 - - , - - , m V ) ( . ) ( . ) ( . ) z ~ ~ ~ 0 j : : : . . - . , . R ' ~ ~ ~ - : : i 0 0 0 ( . ' . ) C \ I ~ ~ ( / ) G : ' - ' z z . c : i c : : i 0 0 0 ( . ) l , J u J u J v i > < ~ ~ ~ > 0 " ( 0 I ( ) w 0 n : : - ~ 0 ~ ~ ~ I = ! I : ' : I : ' : c § c § c § a Q Q Q ~ : : : i : : i : : i 0 I ( ) 0 r - . s $ - $ w ~ ~ s ~ ~ ~ 0 0 ' < I - " ' ) C \ j - 0 z D A T E : 1 0 / 0 8 / 7 4 S C A L E : N . T . S . D W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 1 7 . 3 4 7 . 1 .'!! g..._ ______________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . 1 . : : : . : . : : : : : . . . ; ; ; ; ; : : ~ . : : ; ; ; ; ; ; ; ; . . . J S H E E T _ _ J _ O F j _ J _ ii. c . i ~ ( f l I - z < ( I - . J : : J ( f l z D 0 l ! l z D . J : : J m i I i ' . < : t ~ D N @ ' -' LL :::::: 0 N 0 ~ ~ m t--' ~ "' 0. E ·c 0 z u "' 0. E ' 0 0 0 VI VI "' C'l w .0 u: ' -' LL -v;-ro > 0 a. 0. <l'. ..., u :, -0 2 Cl. "' -0 "§ u::: i z w z <l'. 2 r:r: w Cl. u C 0 B-VI "' 0:: -s C .!!:! 9. r:r: ELEVATION X 0 I l I ffix ffi EB l I ELEVATION oxo I l I 0 0 0 ffi 6 { 5 X 0 0 E B E B E L E V A T I O N x o , o x 0 I ; / / / X I ; / I 0 0 0 f f i E B E L E V A T I O N x o o , o o x a : : u O z O ( / ) - a z 0 ( 1 ) 0 ~ i = = a : : ( / ) ~ ~ : s C D ( / ) ~ : : : i : w - l : s a : : V l L u Q ~ V l < l ' . . : . : C : a : : 0 0 : : , 0 I - 0 a : : a : : < l ' . n . n . { / ) ( . . ) : x : : x : > - l J . . . < ( - ' a - , - , C D { / ) ( . . ) ( . ) ( . . ) z ~ ~ e : i I 0 ; / i = : - - - - - - ; : : : : - ~ ~ ~ I : : i O 0 0 c . , t . ' J ~ ~ ( / ) G : ' - - " z z . c i c i Q 0 8 W W ( . . ) ( / ) ) ( i ! : i ! : i ! : > 0 " ( 0 l O w 0 ~ 0 . 2 2 2 0 o w ~ ~ ) ( I - E B E B f < ( c § c § a a t i a n . Q Q < ( : : : : > : : : : > : : : : > . ? : O o l O [ I ) " I - ~ { ' J $ ~ w z ( 0 l O : : ~ < ( I - " 0 ~ . J - i - 0 : : J : : : Q : ) " 0 [ I ) ~ c i z D - i - f ' ) { ' J z [ ] D A T E : 1 0 / 0 8 / 1 4 I ! ) ? ; 0 S C A L E : N . T . S . . J : : J D W G . B Y : J K [ D C H K . B Y : L F S : i D R A W I N G N O . : e r ' < I " F L - 1 7 3 4 7 . 1 ~ D N S H E E T _ i _ _ O F J _ J _ Q ' _J u... ;:::.:: 0 N 0 ~ r---'<T m r---~ ' _J u... .;;-en C ·~ ::! 0 ' u -::: u "' D.. E ·c 0 z u "' D.. E ' a 0 0 V, V, "' rn v .0 U::: r---'<T m r---~ ' _J u... -;;;-~ 0 0.. D.. <( -u :::, -0 e 0.. "' -0 ·g ;:;: ' ~ z LJ.J z <( ~ 0:: LJ.J 0.. u C o' B-v, "' a: -;;;-c .!!! ~ 0:: HORIZONTAL CROSS SECTION Outswing shown (lnswing similar) Back to Back Jambs SEE NOTE 1 SEE NOTE 1 HORIZONTAL CROSS SECTION Outswing shown (lnswing similar) Back to Back Jambs N O T E : 1 . S p a c i n g f o r i t e m L : 6 " f r o m e a c h e n d a n d 3 m o r e e q u a l l y s p a c e d a l o n g s i d e l i t e j a m b ( 5 t o t a l ) . Outswing s h o w n ( l n s w i n g s i m i l a r ) Back to B a c k J a m b s I N T E R I O R I N T E R I O R E X T E R I O R 5 Outswing shown (lnswing similar) 2X Jamo Reinforcement H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 2 X J a m b R e i n f o r c e m e n t INTERIOR EXTERIOR SEE NOTE 1 S E E N O T E 1 HO R I Z O N T A L C R O S S S E C T I O N Out s w i n g s h o w n ( l n s w i n g s i m i l a r ) 1 X J a m b R e i n f o r c e m e n t I N T E R I O R E X T E R I O R H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 1 X J a m b R e i n f o r c e m e n t I N T E R I O R E X T E R I O R 1 L S E E N O T E 1 H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n l n s w i n g s i m i l a r ) 1 X J a m b R e i n f o r c e m e n t S E E N O T E 1 H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 2 X J a m o R e i n f o r c e m e n t . . , 1 ) 1 ) ~ . E O l g _ . . c 0 a , O v L . ( / ) I ' ) n . v " L L ' . c a , C 0 E o 2 : : , 1 ) • U C W g . . 1 a : a : : 0 0 2 0 ~ a 0 ( / ) a : : ( / ) ~ : 5 { / ) ~ : 5 a : : Q u . . J e n f - ' . . . = C : u : : : , 0 0 e r C L C / ) 0 L i . . < ( . J a C / ) 0 : z : e : 0 j : : : . . . . . . _ ~ ~ : ) 0 i : . , N G : . . . _ , : z : . 0 8 C J ) < ~ o r - . . . 0 . : : ? 0 o w ) < I - < ( a a a a . < ( : : : , ~ o ~ I ! ) ' < ! - I " ) { / ) 2 : - . J O : < . : ( j : : i - - : : 0 ~ Z w . J 2 ( / ) I D : : : ; ; a : : : { / ) w O C / l ( / ) : r : o ( / ) C l : : : < ( 0 e r 0 I - a : : < ( C L : . : : : : . : : : 6 5 . . . , . . . , 0 0 e : e : R ~ 0 0 ~ ~ ( / ) z E i E i 0 ( / ) ~ ~ > ( 0 I ! ) w a : : : g g I ! ! I ! ! c s c § a . a . : : : , : : : , ; : : ~ w " ~ ~ , ; j - 0 0 0 N ~ z D A T E : 1 0 / 0 8 / 1 4 S C A L E : N . T . S . D W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 1 7 3 4 7 . 1 S H E E T _ _ Q _ O F . . L l _ c . i ~ U l I - z < ( ~ : J U l z □ u ~ ~ 0 . . J : J a J ~ C l ' . I ! ) ~ □ N ( Q ) ' -' LL ::::: 0 N 0 ~ r--'SI" n, r--' -' LL -;;; 01 C ·3 ~ 0 ' ~ u .,, 0. E ·c 0 2: u ro 0. .s ' 0 0 0 Vl Vl ~ ~ QJ .0 U::: r--'SI" n, r--' -' LL .,,... VI iii > 2 0. 0. <t ~ z LJ.J z <t ~ 0:: LJ.J c.. u C e s-Vl ro a: f C QJ u <. 0:: C 0.15" C'SINK (TYP.) ~ ,, ,, Ll b b <l ,, 0.15" C-SINK (TYP) b o t , . 0 . 0 . L { : , . 4 0 . " ~\( b ,i b ,, Ll b " b ,, b Ll " b HORIZONTAL CROSS SECTION Outswing shown (lnswing similar) NOTE: 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.S' from end adjacent to door. SEE NOTE 1 INTERIOR EXTERIOR 0 . 4 4 { : , . 0 . 4 0 . { : , . 4 4 0 . 40 E H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) C 0 . 0 . 4 0 . 0 . { : , . 4 0.15" C-SINK f--(TYP) -I ----r'- i 0 . 0 . 4 4 { : , . 4 0 . 0 . 4 0 . 0 . 4 t , . 4 0 . 4 { : , . 0 . 4 - - - - - 1 - 1 / 4 " M I N . E M B . ( T Y P . ) HORIZONTAL CR O S S S E C T I O N Outswing shown (lns w i n g s i m i l a r ) 4 1 - 1 / 4 " M I N . E M B . ( T Y P . ) t , . 4 { : , . 0 . 4 ® 0 . 0 . 4 0 . 0 . 4 0 . t > [ 7 V t > V t > [ 7 V t > V t > V V t > [ 7 t > V V t > V [ 7 t > E X T E R I O R I N T E R I O R V E R T I C A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) S E E N O T E 2 I N T E R I O R E X T E R I O R V E R T I C A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) t L z . - a . . : : E ~ : : : t a : : i ' : ' E ~ L U ? - - J O c : s : : : : i n : : i = = C l ) · o C c : > < 0 0 ~ ~ ~ a O V ) ~ ~ V ) z O : ' . V ) - - J O e : : s r n : : , ; : : - < ( i = = V ) D w i - : : o : s n : : V J 2 : 1 . . t . J Q l t . J V J ~ V ) a : : i < t - V ) f ' . . . ' . C : 0 : : C c : ( / ) u 0 0 0 : : : : > : c C c : 0 f - 0 0 : : ( . ) 0 : : < t ( l . . ( l . . { / J ( . . ) ~ ~ > - k < C . J a - , - , r o { / J ( . . ) ( . . ) ( . . ) z 2 : 2 : 2 : 0 ~ - - - - - R ~ ~ ~ - : : , 0 0 0 c . , C \ I ~ ~ ( / ) G : ' - ' z z . 8 8 0 0 0 l . ) L u v i > < ~ ~ ~ ~ 0 " ( 0 U ) 0 0 : : 0 0 1 - - ~ ~ o w > < 1 - - ~ ~ < ( c ' § c ' § a a t i a Q Q Q < ( : : : i : : : i : : : i ~ 0 U ) I l l ( \ J 0 " I - ~ C \ I $ ~ w z ~ < ( U ) ~ 0 ' $ 0 : : J - a : i " 0 I l l 0 z ' < I - I ' ) - □ C \ I z [ ] D A T E : 1 0 / 0 8 / 1 4 I ! ! z N . T . S . 0 S C A L E : . . . J : : J D W G . B Y : J K [ l C H K . B Y : L F S 3 D R A W I N G N O . : e r I ! ) F L - 1 7 3 4 7 . 1 ~ D _ § _ O F j _ J _ N S H E E T ( Q ) ,.._: en 3: -q ,.._: 'Sj" m ,.._ ' _, LL _,.-0 N 0 ~ ,.._ 'Sj" m ,.._ ' _, LL _,.-V, m C "§ "' 0 ' u -::: u "' D.. E ·c 0 z u "' D.. .§ ' 0 0 0 V, V, "' C) w .n i.i: ,.._ 'Sj" m ,.._ ' _, LL _,.-V, "iii > 0 D.. D.. <( ...., u :, "O 0 ,t "' :2 0 ;:;: ' <( ~ z UJ z <( ~ a:: UJ Cl.. u .E 6 B-V, "' c:: _,.-~ C .!!! u <. a:: F G ,__ ___ _,__ NOTE: C INTERIOR 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Shown w/ lX sub-buck Outswing shown (lnswing similar) 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. Q 7 I-"-''-"-''--'-" .......... ...,__,_..... , _ . , _ , _ , _ . \ \ , , - ; . - . : . . . . . , . . . , U - - - , - - - 1 " 2 7 A 1 - 1 / 4 " M I N . { 7 . . . . Q { 7 Q . . Q \ 7 Q Q Q E M B . ( T Y P . ) _ _ _ _ _ , HORI Z O N T A L C R O S S S E C T I O N Shown w / l X s u b - b u c k Outswi n g s h o w n ( l n s w i n g s i m i l a r ) S E E N O T E 1 { 7 . . Q { 7 Q . . Q \ 7 . . Q E X T E R I O R Q 1 - 1 / 4 " M I N . - - 1 - - - - - i E M B . ( T Y P . ) H O R I Z O N T A L C R O S S S E C T I O N S h o w n w / l X s u b - b u c k O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) I > F I > I > I N T E R I O R V E R T I C A L C R O S S S E C T I O N S h o w n w / l X s u b - b u c k O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) I > E X T E R I O R F l b . I > I > I N T E R I O R V E R T I C A L C R O S S S E C T I O N S h o w n w / 1 X s u b - b u c k O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 0 : : 0 0 2 0 - a o l n 0 : : l / ) ~ s ( / ) r . , 5 0 : : Q u . . l l b f - ' . . . = C : ( . ) : : : : , 0 0 0 : : a . . V l 0 u . . < ( . J a V l 0 z l l l 0 L L . . = : . . . . . . _ a ? ~ : : , 0 t , N G : ' - - ' z . o a u w x ~ 0 " 0 0 c : 5 1 - - o w X I - < ( a a a a . . < ( : : : , O o C \ I N ( 0 l O ~ , ; - I ' ) ? - . J O 2 3 : : i i = = c n O : : : > < L u - : : : , . - . . _ _ . ~ < > t ! ( / ) 2 - . 1 0 C D ~ i = = : : : ; ; w 2 0 ( / ) 0 1 . u ( / ) N C I ) < ( - ( / ) 0 : : 0 : : ( / ) 0 0 0 : r : 0 : : I - 0 0 : : < ( a . . : x : : x : > - - , - , C D ( . ) l ) e : e : R ~ 0 0 ~ ~ ( / ) z 8 8 0 ( / ) ~ ~ c 5 ( 0 l O 0 : : : 2 2 } : : ! } : : ! c § c § Q Q : : : , : : : , " ~ C \ j ~ 0 z ( J z U J f - z ; : : : J U J z D [ J . . . . . . , . _ _ . _ . . . . . . . ~ ~ _ _ . _ . . . . . , I ! ] D A T E : 7 0 / 0 8 / 7 4 Z S C A L E : N . T . S . g t - - - - - - - - 1 : : : J D W G . B Y : J K I D C H K . B Y : L F S D R A W I N G N O . : F L - 1 7 3 4 7 . 1 ~ - - - - - - - - ' ~ S H E E T _ 7 O F _ 1 J n L....----------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - . . ; ; ; : : = - . . . . . . ; = ; . . _ J , ; , / , ' ...I LL g: N 0 ~ t--,q-,.,, t--~ ' ...I LL ~ Cl C: "3 "' 0 ' ~ u "' Q. E ·c 0 'i' ti "' Q. .§ ' 0 0 Cl V, V, "' °' ai .n U:: t--,q-,.,, t--' ...I LL ~ -;;; e Q. Q. <( ' <( r:::-z LU z <( 2 er: LU a. u C: e B-v, "' a: '£ C: .!:'! u <. er: ~ ~ ~ C 1-1/4" MIN. EMB. (lYP.) INTERIOR EXTERIOR HORIZONTAL CROSS SECTION NOTE: Shown Direct to Masonry Outswing shown (lnswing similar) 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. 1 - 1 / 4 " M I N . E M B . ( l Y P . ) - - - - HORI Z O N T A L C R O S S S E C T I O N Shown D i r e c t t o M a s o n r y Outsw i n g s h o w n ( l n s w i n g s i m i l a r ) S E E N O T E l E 1 - 1 / 4 " M I N . - - - - E M B . ( l Y P . ) H O R I Z O N T A L C R O S S S E C T I O N Sh o w n D i r e c t t o M a s o n r y Ou t s w i n g s h o w n ( l n s w i n g s i m i l a r ) D E X T E R I O R D t > I N T E R I O R V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n r y O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) D ! l > t > t > V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n r y O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) I f ) 0 : . : : : . : : > - L t . . . < ( - . J a - , - , m I f ) 0 0 0 z E ~ ~ 0 t > ~ , . . . . . , _ R ' ~ < t 0 C l : C ' - j - : : i 0 0 0 t . : > C ' - j ~ ~ ( / ) G : ' - ' z z . 8 8 0 o a 0 4 1 e n > < ~ ~ ~ > 0 " - < D I ! ) w 0 0 : : 0 c i I - ~ ~ ~ ~ I : ! I : ! < ( i § i § a a t . i a u . Q . Q . < t : : : i : : i : : i ~ ~ o " - ~ m f - z < D 4 : ~ : J - - m z V " I " ) C ' - j - 0 0 z [ J D A T E : 1 0 / 0 8 / 1 4 [ ! ] z 0 S C A L E : N . T . S . . J : J D W G . B Y : J K w C H K . B Y : L F S 3 D R A W I N G N O . : l l ' . I l l F L - 1 7 3 4 7 . 1 ~ D _ § _ O F j ] _ C l l S H E E T © R:\Clients\Plastpro, Inc PERMANENT\A -Florida Product Approvals\FL-17347 Fiberglass Door -lmpact-nonimpact\C -Drawings\FL-17347 (2020)\FL-17347.1.dwg, 9.1 =f ~ !. :::ia :::, :::! ~n = > r- n :::ia 0 ~ "" n, n :::! 0 :z: a~ ~.:::ia :::, :::! con !E> r- n :::ia g ~ n :::! 0 :z: (/) 0 (') 0 (/) ~ ::c i ::c ::;; Q IT! ?' p !'.J ...,, -~ !".l r-z (D ~ ~ Im I c;) ~ 0 _. z ~ 0 z 0 ~ :. ;-i ~ .., -+'-r-c_ 1~ '-I ~ /\ yi ~ ~ -+'- I 1-1/4" MIN. EMB. (TYP.) z -I m ;,c 0 ;,c "' t::-......,1 II.., ,A,S'\.,,,'"°i • • . "' . . "' . . • •"' . . . . . "' . "' • . . . "' . . , . . •"' • . . "' . o ~ v,lz .Q,@"g 0 0 () () -I () CD -· fl:1 CD :::, :::, ::::i _co -,. CD -. -:io 0 -·.., :::, -· 0. CD -0 ' CD 0 "'3 ;-, 0 r- 0.@ Q,~ :::r. CD 0 0 5 0. as;><> -V, ~~ s;,o~ .i,,.. =r OJ 0 - 3 a CD 3 8 CD ~ :::, CD 0.:::, p. - 1-1/4" MIN. EMB. (TYP.) ~~ )>:,a VJ :::! =n > r-n :::ia g ~ :::! 0 :z: m ~ m ;,c 0 ;,c z -I m ;,c 0 ;,c 18 m ;,c 0 ;,c •"' 1-1/4" MIN. ,__ _ __,__ EMB. (TYP.) 1-1/4" MIN. GEMB. (lYP.) . I . • "' =f ~ ~-:::ia :::, :::! co ~ 5 r- n I .• r ~ :::ia g ~rn ...•..••... ~ "" n, I •"' n :::! 0 :z: "' . 1-1/4" MIN. -----EMB. (TYP.) 0 ~ rr·~gj C vr-:::ia ~-:::! :::, ~ co ~ r- n :::ia g \ -) •"' "" n, n :::! 0 "' . :z: ~ z -I @ m ;,c 0 ;,c 8 m ~ m ;,c 0 ;,c z -I m ;,c 0 ;,c (8) 8 m ;,c 0 ;,c ,,,,11 .,,,,,,, ,,, SCHAf. 11✓. ,,, t:.·········~~"" .... " Y, •• '. ,r.S:N.o~ ••• ,-.,:.. ' •• VV'-.. -c:-•• .,,,,. ' .. . --' . '-. ;: !. No. 43409 ·. * PRODUCT: Documents Prepored By:·~~•• -,.-., _ _, .· _SI::!, 1--+----+-------------+----1 "' .. JltOR\OI'-•• ~' PLASTPRO INC Lyndon F. Schmidt ,,,_,, ~ ••••••••• ..• •"..3..G ,~ 4 11/16/20 ADD XOO, OOX CONFIGURATIONS 3 8/05/20 UPDATE Tn 7TI-I m (?n?n\ 1::-,::ir 2 7/27/17 UPDATE TO filH 1-11 ('.Hl171 H~< 04/14/15 1 UPDATE /0 5/H tU. {;,'.U14) 1-1:1c.; NO. DATE REVISIONS LFS FIBERGLASS DOOR P.E. No. 43409 ""111'&/0NA\.. ~~,,, __ ·_:_·· ::.' ~::-:-:.< :...:::: DAC l/1111111\\\\ :_: ::_·:. ::_· ~::: ·.~ :_::_ JK PART OR ASSEMBLY: ~w BUILDING CONSULTANTS, INC. JK VERTICAL CROSS P.O. Box 230, Volrico, FL 33595 BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 FBPE Reqistry No. 9813 © 201 6 R,W. BUILDING CONSULTANTS INC, ' _, LL _,,, 8 N 0 ~ r--'st m r--' _, LL _,,, Vl Ol C "j: ~ 0 ' u t "' c.. E ·2 0 'i' ti "' c.. E ' 0 0 0 Vl Vl "' pi QJ .0 u:: ' _, LL _,,, Vl ro > 0 c.. c.. <! -u ::::, "O e 0.. "' "O ·g ;:;: ~ z LI.I z <! 2 er: LI.I 0.. u C e g-"' a: _,,, Vl c -~ 9 ii. 40 l.S' MAX. ' Z ' I M I N . EXTERIOR INTERIOR EXTERIOR NOTE: VERTICAL CROSS SECTION Shown Direct to Mason~ Outswing only w/ 4-9/16' jamb Single door only (N/A W/ Sidelites) l .Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2.Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. VERTICAL CROSS SECT I O N Shown Direct to Mason~ Outswing only w / 6-9 /16' ja m b I> EXTERIOR - - L 1 - 1 / 4 " M I N . E M B . ( T Y P . ) HORIZONTAL CROSS SECTION HORIZONTAL C R O S S S E C T I O N E X T E R I O R 2 " r 1 . 5 " M A X . I M I N . - - V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b E i - - - - 1 - - 1 - 1 / 4 " M I N . E M B . ( T Y P . ) I N T E R I O R 5 0 E X T E R I O R H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b C D S E E N O T E 1 - - ~ 1 - 1 / 4 " M I N . E M B . ( T Y P . ) H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b I N T E R I O R E X T E R I O R i - - - - - + - 1 - 1 / 4 " M I N . E M B . ( T Y P . ) H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b . : . . : u : : : : , 0 0 I Y C l . 1 - I Y < ! C l . ( / ) z 0 e n ~ O : ' . ' . C l z I l l f - z < i ~ : J I l l z S I - , . . . , ( \ J ~ ~ g 1 - - 1 - - ' - - ' - . . . I - . L . . . - l = . - I [ ! J D A T E : 7 0 / 0 8 / 1 4 Z S C A L E : N . T . S . g 1 - - - - - - - - 1 : J D W G . B Y : J K m C H K . B Y : L F S D R A W I N G N O . : F L - 7 7 3 4 7 . 7 3 0 : N ~ Shown Direct to Mason~ Outswing only w/ 4-9/16' jamb Single door only (N/A W/ Sidelites) Shown Direct to M a s o n ~ Outswing only w/ 4 - 9 / 1 6 ' j a m b Single door only (N / A W / S i d e l i t e s ) 1 - - - - - - - - 1 ~ ,..._ _____________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J . : s ~ H E = E T ~ 7 ~ 0 ~ o F ~ 7 J 3 ~ © R:\Clients\Plastpro, Inc PERMAN EN1\A -Florida Product Approvals\FL-17347 Fiberglass Door -lmpact-nonimpact\C -Drawings\FL-17347 (2020)\FL-17347.1.dwg, 11.1 CJ) 0 (") 0 I ~ I ::e ,,, ?' p ~ .,., ~ r-z ~ OJ I:: I c;, ~ ..... z ~ f? 0 .,, -I>,. r-c_ le:: :-,-.J ~ :,;; ..... CJ) 0 ~ ~ i:;; [:' .. - :z: t ;-I ~ U) -I>,. 4 .3 2 1 NO . "> >< tD C: n ~ )> 2: n :c 0 ,a -2: (i) 11/16/20 B/05/20 7 /27 /17 04/14/15 DATE I>< ~ ... ~ ~ ... ~ 0 ... 0 ~ 3:: ~ 0 z :::ti --< =< ~ ~ -x =< 0:, ""'CC: .:..-() ;,s; ··.•.;:r·,·· .. fli ·•·u-<, ,' , t"··· ;1t·-··,·1r~·, •' . . . -•,'I ..• . . • 1• •• ~ ••'.o 16"0.C. MAX. (TYP) LI :r: ~ -0 =< Qo ""'C '--.:.,_ )> 3:: 0:, V> ... ..• -... ~ .. "·· -• .b.: . •... 4" 11 (TYP)--1-- ~""'= i f ~""'= . -".a-•. ··•· .. . ;, • . . ti . ·-.. fl. . •. H'( ,)'H . • . ; 1t·--·, . , r~~__,··---- r I I I I ,, .. .. • .. . . . -··"' ,•_.c1 •• . . , ••'4 J~o~pl_J__ :r: ~ -0 =< Qo ""'C '--.:.,_ )> 3:: 0:, V> •.• .. . •.· ... • . b.:. . . . ri. ··, t ~ ""'= =< --c =< .:.,_ ""'C 411 IL (TYP)--- f ,··•• "'1 I I (" ,w·--,-,r~•,., •4.. • .. . .. ~ -··"' ... . .. .. , ••',4 :r: ~ -0 =< Qo ""'C '--.:.,_ )> 3:: 0:, V> ···-... •.· - •• b,. ... ... . .. --t---L-i:-f) 16'0.C._J__ MAX. (TYP) PRODUCT: PLASTPRO INC ~ ""'= =< --c =< .:.,_ ""'C 3:: C: ,..... ,..... 0 z =< -I>, ~- i 4" _J L t (TYP) ,,,,11 ,,,,,,,, \ \ \ SCHA,f, I,✓. ,,, ~: .. ••······~ll,.:t.,., ~' ~.•• vCEN--·· .. ~-~ ' .. . --..... . '• ... . . ~ : No. 43409 · -. -.I. • * Documents Prepared By:·..,.~• -•,..•--.· ~.._ . -=:. ·• .. lll.omoP. .• •· ~ ~ ADD XOO, OOX CONFIGURATIONS LFS FIBERGLASS DOOR Lyndon F. Schmidt .,., '5'& •••••••. ••~G ,, P.E. No. 43409 .,,11 'fONAL ,,,,, UPDATE TO 7TH ED. (2020) FBC DAC ''''""''''' UPDATE TO 6TH ED. (2017) FBC ~ w BUILDING CONSULTANTS. INC. JK PART OR ASSEMBLY: UPDATE TO 5TH ED. (2014) FBC JK BUCK ANCHORING P.O. Box 230, Valrico, FL 33595 BY Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 © 20 l 4 R.W. BUILDING CONSULTANTS INC. ' -' u... -.;; CJ) C '3: ~ 0 ' ~ u "' C. E ·c 0 7 ti "' C. E ' 0 0 0 "' "' .!!! ~ a, .n u:: I'-~ M I'-' -' u... ,,,,.. ..!!! "' > 0 C. C. <( ti :::, "O 0 CL "' "O ·g u::: ' t z w z <( ::;;: er: w CL u C FRAME (TYP.J DIRECT TO MASONRY JAMB (TYP.J (SEE SHEET 1 OJ f t 3 " ( T Y P . J 6" 7 (TYP.Jj tl 4"(TYP . J I I I I I I I 2X BUCK --t lX BUCK ~~ DIRECT TO-2X BU C K 6 - 9 / 1 6 " ✓ - J A M B N - MASONRY HEAD &JAMBS lX BU C K D I R E C T T O (TYP.J DIREC T T O M A S O N R Y ~ MASO N R Y J A M B ( T Y P . J HEAD &JAM B S ( S E E S H E E T 1 O J N 6-9/16" JAMB_ (TYP.J B A C K - T O - B A C K DIR CT TO MASONRY J A M B S JAMB (TYP.J . CL w / R E I N F . _ (SEE SHEET 1 OJ ~ ~ ( T Y P . J 0--:-ADA SILL ONLY = X -st' <( -~-~ ~ X X O , O X 7i r 3 " ( T Y P . J 4" (TYP.J I [T IFF=='F"7911i=;==;====~::: ; : = ; = = = = = _ j _ I I I I I I I I I 2X BUCK lX BUCK DIRECT TO MASONRY HEAD &JAMBS (TYP.J (TYP.J BACK-TO-BACK JAMBS w/ REINF. oxo, xoo, oox 1 , - 9 / 1 6 " / 7 J A M B ® - ~ ~ D I R E C T T O M A S O N R Y J A M B ( T Y P . J ( S E E S H E E T 1 O J C 6 " ( T Y P . J - t ~ ~ ~ • C L ~ ~ 0 - - : - = X - s t ' < ( ~ ~ _ l - t - C L - 0 ~ D I R E C T T O M A S O N R Y l X B U C K 2 X B U C K 2 X R E I N F . c o ~ ~ L A T C H A N D D E A D B O L T D E T A I L S O < C 0 , : : - , H I N G E D E T A I L 1 D I R E C T T O M A S O N R Y l X B U C K 2 X B U C K 2 X R E I N F . L L L L ; _ O C ' ) C L 0 - : 0 I - S E E H I N G E D E T A I L 1 D I R E C T T O 0 M A S O N R Y o ~ 1 X B U C K b - ~ S E E H I N G E - - : - D E T A I L 2 2 X B U C K C ' ) 2 X R E I N F . H I N G E D E T A I L 2 H I N G E J A M B a : : : u O z O - a 0 ( ) 1 Q : : : ( / 1 I ? : : : s ( J 1 ( . ' . ) : : 5 0 : : : Q ~ i - : . : G : u : : : : > 0 0 C l ' . : C L ( / J u L L < C - i a ( / ) ( . ' . ) - . J : : z : - ~ ~ O a : r : ~ U l u z a : : : C D < ( ~ : : : : ; w L u a ( / ) ~ a : : : ( / ) ~ ~ < ( L i . . . C l ' . : ~ 0 I - C l ' . : < ( C L ~ ~ > - . . . . , . . . . , m □ z I D 1 - z ~ J : J I D z ' < 1 - " " J C \ J ~ ~ D t - ' ~ - ' - . . a . . . . L . . . . J . ; ; ; ; ; , i _ . . . j C J D A T E : 1 0 / 0 8 / 1 4 ~ S C A L E : N . T . S . g D W G . B Y : J K ~ 6 B-~ ~ ~ r D - ~ - W I - N G _ N _ O - . : - - ~ ~ -~ F l - 1 7 3 4 7 . 1 ! FRAME ANCHORING H A R D W A R E D E T A I L S C H K . B Y : L F S ~ g'------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . E ~ } ~ ~ ~ j ~ ~ S H E E T 1 2 _ O F _ l J _ 1 > & ' ~ u "' D.. E ·c 0 ';' t "' D.. i ' 0 0 a "' "' "' O'I .; .0 u:: r--~ M r--~ ' ...J u... -;;; -;;; e D.. ITEM# A B C D E F G I J L M N p 1 4 5 6 7 9 11 12 13 20 21 22 23 24 25 26 40 50 BILL OF MATERIALS DESCRIPTION 1 X BUCK (G >= 0.42) 2X BUCK (G >= 0.42) 1/4" MAX. SHIM SPACE 1/4" X 2-3/4" PFH DeWALT OR ITW CONCRETE SCREW MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1 /4" X 3-3/4" PFH DeWALT OR ITW CONCRETE SCREW 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW 1 /4" X 1-3/4" PFH De WALT OR ITW CONCRETE SCREW # 10 X 2" PFH WOOD SCREW # 10 X 2-1 /2" PFH WOOD SCREW ( 1.15" MIN. EMB.) 3/16" X 2-1 /4" ITW CONCRETE SCREW 3/16" X 2-3/4" ITW CONCRETE SCREW 1/4" X 2-1/4" PFH DeWALT CONCRETE SCREW POLY FIBER JAMB 1 X REINFORCEMENT (G >= 0.55) 2X REINFORCEMENT (G >= 0.55) DOOR SWEEP WEATHERSTRIP (ENDURA FORCE 5) #9 x 3/4" PFH WOOD SCREW 4"X4" HINGE LATCH STRIKE PLATE DEADBOLT STRIKE PLATE INSWING THRESHOLD INSWING THRESHOLD w/ SIDELITE ADAPTER OUTSWING THRESHOLD OUTSWING THRESHOLD w/ SIDELITE ADAPTER ADA THRESHOLD OUTSWING THRESHOLD INSWING THRESHOLD DOOR PANEL SIDELITE PANEL ;t CONCRETE ANCHOR NOTES: t I. Concrete anchor locations at the comers may be adjusted to maintain the min. -6 edge distance to mortar joints. ~ 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to {g maintain the min. edge distance to mortar joints, additional concrete anchors '§ may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. ~ 3. Concrete anchor table: ~ z LU z <( 2 er:: LU 0.. ITW BUILDEX 1-----=3!...:tl--=6'_' -4-_..:....1 ·-'-'ltc.,...:4'---" _...__ __ 3.:...."---+--1'-·..:,:,1t,.....2'_' --1 TAPCON® lt4" 1-1t4" 2" 4" M A T E R I A L W O O D W O O D - S T E E L C O N C R E T E S T E E L S T E E L S T E E L S T E E L S T E E L S T E E L S T E E L S T E E L C O M P . W O O D W O O D P V C F O A M S T E E L S T E E L S T E E L S T E E L AL U M / C O M P AL U M / C O M P AL U M / C O M P AL U M / C O M P A L U M AL U M / C O M P AL U M / C O M P - - i - - - - - - 4 . 5 6 " - - - - - [ [ 7 ; 9 1 ~ 2 . 4 4 " . . 1 . . 2 . 1 3 " c i 0 P O L Y F I B E R J A M B - - - - ~ 5 ~ - - - - - - 1 2 0 I N S W I N G T H R E S H O W E n d u r a ( Z - S e r i e s ) _ r - 2 . 1 " - - - - 1 1 S I D E L I T E A D A P T E R i - - - - - - 4 . 5 6 " - - - - - 2 1 I N S W I N G T H R E S H O L D w S I D E L J T E A D A P T E R E n d u r a ( Z - S e r i e s ) , _ _ _ _ _ _ 4 . 5 6 " - - - - - - - - - @ O I J T S W I N G T H R E S H O W D L P - - - - - 4 . 5 7 " - - - - - - - i 4 . 5 6 " : = : : : : = : : . . ~ - : : : : : : : : : : . . . . r ; : : : : - : : : : . _ - - - t - - ' - - t ~ @ A D A T H R E S H O L D D L P - t ~ ~ f I . 4 . 5 6 " . . I 2 2 O I J T S W I N G T H R E S H O L D E n d u r a ( Z - S e r i e s ) S I D E L I T E A D A P T E R - - - - - - 4 . 5 6 " _ _ _ . . . . . . , . _ , / 2 3 O I J T S W I N G T H R E S H O L D w t S I D E L I T E A D A P T E R E n d u r a ( Z - S e r i e s ) M N L I . . 4 . 5 7 " 0 : : ( / ) o O - - H I ) z O " ' ( f - - - a - z a : : : L u 0 ( 1 ) l = = z 0 : : : ( / ) ~ ~ ~ ~ : s r n L L . . ~ ( / J c . ' . ) : ' . 2 : 5 0 : : w 0 8 Q ~ ( / ) ( / ) : j " c l G : < ( t = - - : 0 : : e n ( . ) 0 : : : : ) 0 I - 0 0 : : 0 : : < ( C L C L V l 0 ~ ~ > - L L < C . J a - - , - - , m V l 0 0 0 z ~ ~ ~ 0 j : : : , . . . . . , _ R ' ~ ~ ~ : : : , O 0 0 ( . ' . ) N ~ ~ ( / ) i i : ' - - ' z z . 8 8 0 0 8 ( . ) U ) > < ~ ~ ~ > 0 r - - - ( 0 I [ ) w 0 O ' . ' . 0 o . . . . e e 0 L u ~ ~ > < 1 - - < ( < ( < ( a a a a a C L C L C L < ( : : : i : : : i : : : i O o r - - - I ( ) N N ; S ~ w ( 0 " - . . ~ ~ ~ N ~ : : ~ ~ 0 0 s t - " ) N 0 z D A T E : 1 0 / 0 8 / 1 4 S C A L E : N . T . S . □ z U J f - 2 < t f - . . . J : i U J z D ( J l ! ) z 0 . . . J t - - - - - - - - - - t : i D W G . B Y : u C L ~ 6 U~T~~~gN~ 1t4" 1-1t4" 1" 4" C H K . B Y : L F S ~ B- ® 7 I N S W I N G T H R E S H O L D w t S I D E L J T E A D A P T E R 2 6 I N S W I N G T H R E S H O L D D R A W I N G N D . : c r J K m ::J WOOD SCREW INSTALLATION NOTES: D L P D L P F L _ 1 7 J 4 7 . 1 ~ a: I. Maintain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of 0 -,;; N c wood screws to prevent the splitting of wood. S H E E T f l D F J ] _ -~ L------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - @ iJ <. er:: . 0 0 . 0 . . 0 . 0 0 . ' ~ I I 0 ( M A X . F R A M E S I Z E ( I N . ) I M P A C T 0 ( 4 4 X 7 5 N O I I 0 If ( A P P L I C A B L E F O R S I N G L E U N I T S O N L Y 0 ( r 1 0 ( 0 ( I N S T A L L A T I O N M E T H O D I I N a i l i n g F i n 4 " f r o m e a c h c o m e r a n d 4 " o n c e n t e r 0 ( 0 ( I n s t a l l a t i o n C l i p s 6 " f r o m e a c h c o r n e r a n d 1 6 " o n c e n t e r I I S c r e w T h r u F r a m e 6 " f r o m e a c h c o r n e r a n d 1 6 " o n c e n t e r 0 ( 0 ( i 1 0 ( 0 ( F R A M E A N C H O R R E Q U I R E M E N T S T A B L E I I f I F R A M E / C L I P & F I N T O O P E N I N G F A S T E N E R T Y P E M I N I M U M M I N I M U M E M B E D E D G E D I S T . 0 ( # 1 O P F H s c r e w s i n t o f r a m e a n d w o o d s u b s t r a t e 1 - 1 / 4 " S e e p g . 2 0 ( I I # 8 P F H Z i n c t r e a t e d s c r e w s i n t o c l i p a n d w o o d s u b s t r a t e a t a n a n g l e 1 - 1 / 2 " - - # 8 P P H Z i n c t r e a t e d s c r e w s i n t o c l i p a n d f r a m e F U L L S e e p g . 2 I. 0 0 . 0 . . 0 . 0 0 . ' # 1 1 G a l v a n i z e d r o o f i n g n a i l s F U L L S e e p g . 2 EXTE R I O R E L E V A T I O N K l L B E 1 2 1 1 D e p o t S t r e e t M a n a w a , W I 5 4 9 4 9 GENERAL NOTES 9 2 0 - 5 9 6 - 2 5 0 1 ■ W I N D O W S & D O O R S ■ 1. These units have been tested, analyzed, Hallmark ce r t i f i e d , a n d F B C a p p r o v e d . 2. Bucking, openings, and bucking fasteners must be pr o p e r l y d e s i g n e d a n d i n s t a l l e d t o t r a n s f e r w i n d l o a d s t o t h e s t r u c t u r e . T h e u n i t w a s t e s t e d w i t h 1 / 2 " r o u g h o p e n i n g g a p . F o r g e n t S e r i e s 3. These units were tested with ponderosa pine bucks, F l o r i d a b u i l d i n g c o d e r e q u i r e s p r e s e r v a t i v e t r e a t e d s o u t h e r n p i n e b u c k s . O p e r a t i n g D o u b l e H u n g W i n d o w 4. All hardware and fasteners shall be in accordance wi t h t h e s e d r a w i n g s a n d m a y n o t v a r y u n l e s s s p e c i f i c a l l y m e n t i o n e d o n t h e d r a w i n g s . 5. These units have been tested in accordance with and m e e t t h e r e q u i r e m e n t s o f t h e F l o r i d a B u i l d i n g C o d e . F L # 2 2 6 5 5 R & D N o . 1 6 1 2 6 - 2 7 6. Impact shutters are required only with non-impact uni t s . 7. All anchors shall be installed as specified on these dr a w i n g s . S p e c i f i e d e m b e d m e n t b a s e m a t e r i a l s h a l l b e b e y o n d w a l l f i n i s h o r s t u c c o . R e v i s i o n D r a w n B y : M K L 8. Shims are required at each anchor location. When in s t a l l a t i o n c l i p s a r e u s e d , a s h i m i s r e q u i r e d t o b e p l a c e d o n e a c h s i d e o f t h e i n s t a l l a t i o n c l i p . A D a t e : 7 / 7 / 1 7 9. Any fixed geometric shape that fits within the tested/a p p r o v e d s i z e f o r a p a r t i c u l a r p r o d u c t t y p e i s q u a l i f i e d b y t h e r e c t a n g u l a r s h a p e p r o v i d e d t h a t t h e f r a m e , s a s h c o m p o n e n t s , and construction remain the same. B S h e e t : 1 o f 3 10. All fixed shaped units must fit inscribed into the allow a b l e r e c t a n g u l a r u n i t s a n d b e g o v e r n e d b y a l l o w a b l e d e s i g n p r e s s u r e o f t h e r e s p e c t i v e r e c t a n g u l a r u n i t . C D r a w i n g N o . 1 6 1 2 6 - 2 7 Nail Fin Installation MIN. 2X4 P.T. WOOD BUCK BY OTHERS 11 GA.X1-1J2•ROOFING NAIL THROUGH NAIL FIN AT PREDRILLED HOLE LOCATION(S) HEAD . . .. . . . . . .. . .. ·: .. M:-::;-.,..::::'"'~--~-"-:::::>r-'; SIU. GENERAL NOTES S I D E J A M B 1. These units have been tested, analyzed, Hallmark ce r t i f i e d , a n d F B C a p p r o v e d . I n s t a l l a t i o n C l i p I n s t a l l a t i o n M I N . 2 X 4 P . T . W O O D B U C K B Y O T H E R S 1 1 G A X 1 - 5 / 8 " R O O F I N G N A I L T H R O U G H O P T I O N A L N A I L F I N A T P R E D R I L L E D H O L E L O C A T I O N ( $ ) H E A D 1 5 1 1 6 " . . . . . . . . . . . . . • : S I L L S I D E J A M B I N S T A L L A T I O N C L I P 2. Bucking, openings, and bucking fasteners must be pr o p e r l y d e s i g n e d a n d i n s t a l l e d t o t r a n s f e r w i n d l o a d s t o t h e s t r u c t u r e . T h e u n i t w a s t e s t e d w i t h 1 / 2 " r o u g h o p e n i n g g a p . 3. These units were tested with ponderosa pine bucks, F l o r i d a b u i l d i n g c o d e r e q u i r e s p r e s e r v a t i v e t r e a t e d s o u t h e r n p i n e b u c k s . 4. All hardware and fasteners shall be in accordance wi t h t h e s e d r a w i n g s a n d m a y n o t v a r y u n l e s s s p e c i f i c a l l y m e n t i o n e d o n t h e d r a w i n g s . 5. These units have been tested in accordance with an d m e e t t h e r e q u i r e m e n t s o f t h e F l o r i d a B u i l d i n g C o d e . 6. Impact shutters are required only with non-impact uni t s . 7. All anchors shall be installed as specified on these dr a w i n g s . S p e c i f i e d e m b e d m e n t b a s e m a t e r i a l s h a l l b e b e y o n d w a l l f i n i s h o r s t u c c o . 8. Shims are required at each anchor location. When in s t a l l a t i o n c l i p s a r e u s e d , a s h i m i s r e q u i r e d t o b e p l a c e d o n e a c h s i d e o f t h e i n s t a l l a t i o n c l i p . S c r e w I n s t a l l a t i o n M I N . 2 X 4 P . T . W O O D B U C K B Y O T H E R S 1 1 G A . X 1 - 1 J 2 • R O O F I N G N A I L T H R O U G H O P T I O N A L N A I L F I N A T P R E D R I L L E D H O L E L O C A T I O N ( $ ) O P T I O N A L N A I L I N G F I N A N D D R I P N O T T O R E P L A C E F R A M E A N C H O R S / C L I P S ( R E F . ) H E A D 1 3 / 8 " S I L L 1 3 / 8 " S I D E J A M B # 8 S C R E W P F H W O O D S M S P F H C A R O N S T E E L H O T D I P G A L V A N I Z E D S C R E W S H I M I @ . L B E 1 2 1 1 D e p o t S t r e e t M a n a w a , W I 5 4 9 4 9 9 2 0 - 5 9 6 - 2 5 0 1 ■ W I N D O W S & D O O R S ■ F o r g e n t S e r i e s O p e r a t i n g D o u b l e H u n g W i n d o w F L # 2 2 6 5 5 R & D N o . 1 6 1 2 6 - 2 7 R e v i s i o n D r a w n B y : M K L 9. Any fixed geometric shape that fits within the tested/a p p r o v e d s i z e f o r a p a r t i c u l a r p r o d u c t t y p e i s q u a l i f i e d b y t h e r e c t a n g u l a r s h a p e p r o v i d e d t h a t t h e f r a m e , s a s h c o m p o n e n t s , and construction remain the same. A D a t e : 7 / 7 / 1 7 > - - - - - - - - - < > - - - - - - - - - - - - - < B S h e e t : 2 o f 3 1 - - - - - - - - - , 1 - - - - - - - - - - - - - 1 10. All fixed shaped units must fit inscribed into the allow a b l e r e c t a n g u l a r u n i t s a n d b e g o v e r n e d b y a l l o w a b l e d e s i g n p r e s s u r e o f t h e r e s p e c t i v e r e c t a n g u l a r u n i t . C D r a w i n g N o . 1 6 1 2 6 - 2 7 A Nail Fin Installation I n s t a l l a t i o n C l i p I n s t a l l a t i o n S c r e w I n s t a l l a t i o n MIN. 2X4 P.T. WOOD BUCK BY OTHERS 11 GA. X 1-112" ROOFING NAIL THROUGH NAIL FIN AT PREDRILLED HOLE LOCATION(S) EDGE DISTANCE PREDETERMINED BY PRE-DRIU.ED HOLE LOCATION HEAD .. ': NAILING FIN • f ·i,,,:-:;-""'~"""'-~....:...'::;lr ,. EXTERIOR GENERAL NOTES SIU. S I D E . J A M B E X T E R I O R 1. These units have been tested, analyzed, Hallmark ce r t i f i e d , a n d F B C a p p r o v e d . E X T E R I O R M I N . 2 X 4 P . T . W O O D B U C K B Y O T H E R S 1 1 G A . X 1 - 5 / 8 " R O O F I N G N A I L T H R O U G H O P T I O N A L N A I L F I N A T P R E D R I L L E D H O L E L O C A T I O N ( S ) H E A D # 8 x 3 / 4 P P H Z I N C T R E A T E D S C R E W S S I D E J A M B E X T E R I O R I N S T A L L A T I O N C L I P 2. Bucking, openings, and bucking fasteners must be pr o p e r l y d e s i g n e d a n d i n s t a l l e d t o t r a n s f e r w i n d l o a d s t o t h e s t r u c t u r e . T h e u n i t w a s t e s t e d w i t h 1 / 2 " r o u g h o p e n i n g g a p . 3. These units were tested with ponderosa pine bucks, F l o r i d a b u i l d i n g c o d e r e q u i r e s p r e s e r v a t i v e t r e a t e d s o u t h e r n p i n e b u c k s . 4. All hardware and fasteners shall be in accordance wi t h t h e s e d r a w i n g s a n d m a y n o t v a r y u n l e s s s p e c i f i c a l l y m e n t i o n e d o n t h e d r a w i n g s . 5. These units have been tested in accordance with an d m e e t t h e r e q u i r e m e n t s o f t h e F l o r i d a B u i l d i n g C o d e . 6. Impact shutters are required only with non-impact uni t s . 7. All anchors shall be installed as specified on these dr a w i n g s . S p e c i f i e d e m b e d m e n t b a s e m a t e r i a l s h a l l b e b e y o n d w a l l f i n i s h o r s t u c c o . 8. Shims are required at each anchor location. When in s t a l l a t i o n c l i p s a r e u s e d , a s h i m i s r e q u i r e d t o b e p l a c e d o n e a c h s i d e o f t h e i n s t a l l a t i o n c l i p . O P T I O N A L N A I L I N G F I N A N D D R I P N O T T O R E P L A C E F R A M E A N C H O R S / C L I P S ( R E F . ) E X T E R I O R 9. Any fixed geometric shape that fits within the tested/a p p r o v e d s i z e f o r a p a r t i c u l a r p r o d u c t t y p e i s q u a l i f i e d b y t h e r e c t a n g u l a r s h a p e p r o v i d e d t h a t t h e f r a m e , s a s h c o m p o n e n t s , and construction remain the same. 10. All fixed shaped units must fit inscribed into the allow a b l e r e c t a n g u l a r u n i t s a n d b e g o v e r n e d b y a l l o w a b l e d e s i g n p r e s s u r e o f t h e r e s p e c t i v e r e c t a n g u l a r u n i t . M I N . 2 X 4 P . T . W O O D B U C K B Y O T H E R S 1 3 1 8 " S I D E J A M B 1 1 G A . X 1 - 1 / 2 " R O O F I N G N A I L T H R O U G H O P T I O N A L N A I L F I N A T P R E D R I L L E D H O L E L O C A . T l O N ( S ) H E A D 1 3 1 8 " S I U . 1 3 1 8 " K i _ L B E ■ W I N D O W S & D O O R S ■ E X T E R I O R 1 2 1 1 D e p o t S t r e e t M a n a w a , W I 5 4 9 4 9 9 2 0 - 5 9 6 - 2 5 0 1 F o r g e n t S e r i e s O p e r a t i n g D o u b l e H u n g W i n d o w N e w C o n s t r u c t i o n F r a m e F L # 2 2 6 5 5 R & D N o . 1 6 1 2 6 - 2 7 R e v i s i o n D r a w n B y : J R K A D a t e : 0 6 / 1 9 / 1 8 > - - - - - - - - - < > - - - - - - - - - - - - - t B S h e e t : 3 o f 3 1 - - - - - - - - - , 1 - - - - - - - - - - - - - 1 C D r a w i n g N o . 1 6 1 2 6 - 2 7 B REF.DW R E F . DW RE M O V E D O O R AN D S I D E L I T E S R E M O V E L O W W A L L RE M O V E D O O R RE M O V E S I N K AN D C A B I N E T S RE M O V E MA N T L E RE M O V E SO F F I T RE M O V E SO F F I T R E M O V E S . G . D . & T R A N S O M R E M O V E S . G . D . & T R A N S O M RE M O V E S . G . D . & T R A N S O M RE M O V E S . G . D . & T R A N S O M RE M O V E C A B I N E T S , CO U N T E R T O P S , AP P L I A N C E S A N D PL U M B I N G F I X T U R E S RE M O V E SO F F I T R E M O V E W A L LREMOVE W A LL R E M O V E D O O R R E M O V E W I N D O W NO T E S : 1. R E M O V E A L L S O F F I T S 2. N O T R I M A R O U N D N E W W I N D O W S 3. N E W T R I M A R O U N D N E W D O O R S 4. N O M U N T I N S I N W I N D O W S 5. A P P L Y S M O O T H F I N I S H T O C E I L I N G S 6. R E M O V E F L O O R I N G I N L I V I N G , DI N I N G , E N T R Y , U T I L I T Y , K I T C H E N , BR E A K F A S T , F A M I L Y & H A L L W A Y RE M O V E S . G . D . & T R A N S O M DRAWING PHASEISSUE DATE PRELIMINARY PERMITREVISIONS AWARD WINNING HOME DESIGNS SINCE 1987 AWARD WINNING HOME DESIGNS SINCE 1987 AWARD WINNING HOME DESIGNS SINCE 1987 AWARD WINNING HOME DESIGNS SINCE 1987 C COPYRIGHT 2021 7 / 7 / 2 0 2 1 1 1 : 0 9 : 2 3 A M A01 JOB # - 21118 THE DUKES REMODELFLOOR PLANS - EXISTING & DEMOLITIONJUNE 17, 2021 JULY 7, 2021 2029 DUNA VISTA COURT ATLANTIC BEACH, FLORIDA 1/4" = 1'-0" A0 11 FLOOR PLAN - E X I S T I N G 1/ 4 " = 1 ' - 0 " A0 12 FL O O R P L A N - D E M O L I T I O N NOTES:1. CONTRACTOR SHALL FIELD VERIFY ALL NOTES, MATERIALS AND DIMENSIONS PRIOR TO CONSTRUCTION.2. IF A DISCREPANCY OCCURS BETWEEN THE PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. ** * Z O N I N G N O T E * * * TH E R E A R E N O E X T E R I O R C H A N G E S OR N E W S Q U A R E F O O T A G E T O B E AD D E D . A L L N E W W O R K I S I N T E R I O R RE M O D E L I N G . 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Y\ ' / / ,,, // /r r~ , , ' , , , , , , , , , , I I ~---------I ~ \ ' B U I L D E R S , I N C. ·-I I I 11 11 ' I I I I I I I I op I I 00 ' I I I I I I I I I I [] J I EMBE U A l B D . .,uum .H _\11, 1 'flj ~1Tn,·&,!1 Il l" l Lll l N l-O ls !i l \.lN ~.._\.1.t.CTJ47 ~ ~·· . . ' ..... >1g t'.~ I I ■ ■ m ,.... Ill z I'] I'] l!l • I'] Ill -Ill m • '¢ I-w □ w 0 I]\ z I • W Ill JZ Lu -Cl DJ -□ Ill I IW 0 □ '¢ w I '¢ I Ill □ I:' I • II'. ~ MD N -N II: D 'w '¢ Q. -g:J ~ • Ill w w ©> Cl Z n. -<( II. -:::J II. II'. □ DJ 0 0 48 RE F OVENDW ICE 9" 9 " 45 ° C U T CU T H O U S E W R A P AN D F O L D I N T O OP E N I N G A T J A M B S TA P E T O P F L A P U P TE M P O R A R I L Y CU T S I L L F L A S H I N G T H E L E N G T H OF T H E S I L L A N D U P T H E J A M B S 6" T O F O R M A N E N D D A M RE L E A S E F L A P O F H O U S E W R A P O V E R TH E H E A D F L A S H I N G A N D C O V E R DI A G O N A L C U T I N H O U S E W R A P AP P L Y H E A D F L A S H I N G E X T E N D I N G 1" B E Y O N D T H E O U T S I D E E D G E O F OF T H E F L A S H I N G A T T H E J A M B S AP P L Y F L A S H I N G O V E R T H E M O U N T I N G FL A N G E S O F T H E W I N D O W A T B O T H J A M B S . TH E S E L F - A D H E R I N G F L A S H I N G S H A L L B E 2" AL L F L A S H I N G S H A L L B E S E L F A D H E R I N G A N D R O L L E D F L A T A N D S M O O T H FO L D T H E B O T T O M A N D S I D E FL A P S O V E R A N D B E H I N D T H E IN T E R I O R S I D E O F T H E F R A M I N G CU T H O U S E W R A P IN T O M O D I F I E D " i " P A T T E R N 6 " TH E F L A S H I N G S I L L P A N S Y S T E M S H A L L CO V E R T H E S I L L T O A T L E A S T T H E D E P T H OF T H E W I N D O W P L U S 2 " O N T O T H E F A C E 6 " 2" 3 ' - 0 " 2 " OF T H E H O U S E W R A P D R A I N A G E P L A N E FA S T E N T H E W I N D O W P E R I M E T E R SE C U R E L Y I N T O P O S I T I O N A C C O R D I N G TO T H E M A N U F A C T U R E R S I N S T R U C T I O N S RU N A C O N T I N U O U S B E A D O F S E A L A N T ON T H E B A C K S U R F A C E ( I N T E R I O R F A C E ) OF T H E M O U N T I N G F L A N G E O F T H E W I N D O W AT T H E H E A D A N D B O T H J A M B S . AP P L Y S E A L A N T I N L I N E W I T H A N Y P R E - PU N C H E D H O L E S O R S L O T S I N T H E MO U N T I N G F L A N G E . C O N N E C T T H E B E A D OF S E A L A N T A C R O S S A N Y J O I N E R Y O N T H E WI N D O W F R A M E A T A L L F O U R C O R N E R S . AP P L Y A D I S C O N T I N U O U S B E A D O F S E A L A N T ON T H E I N T E R I O R S U R F A C E O F T H E M O U N T I N G FL A N G E A T T H E S I L L . T H E B E A D O F S E A L A N T SH A L L H A V E A M I N I M U M O F T W O 2 " V O I D S NE A R T H E E N D S A L L O W I N G A N Y L I Q U I D T H A T HA S E N T E R E D T H E W I N D O W O P E N I N G T O E X I T . 1 " 1 / 2 " A M I N I M U M O F 4 " I N W I D T H A N D E X T E N D 1 " BE L O W T H E B O T T O M O F T H E S I L L F L A S H I N G A N D 1 / 2 " B E L O W W H E R E T H E T O P E D G E O F TH E H E A D F L A S H I N G W I L L B E I N S T A L L E D . 1" 1 " WI T H T A P E 2 " L O N G E R T H A N C U T IN S T A L L S H I M S A S N E E D E D T O M A I N T A I N A M I N I M U M O F 1 / 4 " S P A C I N G A R O U N D WI N D O W F R A M E . I N S T A L L B A C K E R R O D AS N E E D E D T O A I R S E A L A R O U N D F R A M E . WI N D O W S A N D F L A S H I N G S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H F B C - R 7 0 3 . 8 A N D A M M A 7 1 1 , 1 0 0 , 2 0 0 A N D 2 5 0 EX T E R I O R W I N D O W F L A S H I N G D E T A I L S - W O O D F R A M E US E S E A L A N T T O C R E A T E A B A C K D A M TO D I R E C T L I Q U I D T O T H E O U T S I D E O F TH E W I N D O W A T T H E S I L L F L A N G E . IN S T A L L S E A L A N T A R O U N D T H E I N T E R I O R PE R I M E T E R T O C O M P L E T E T H E I N S T A L L A T I O N . S H . CAB.30" PAN. 10 3 10 4 A A 10 5 B 102 10 1 3' -0" 2' -6" 2' -6" 3 ' - 0 " 2 ' - 6 " 2 ' - 6 " 30" OVEN 30" COOKTOP W/ HOOD 3' -0" 2' -6" 2' -6" 10 6 4' - 0"4' - 0" 7 ' - 0 " 3 ' - 6 " K N E E S P A C E SINK C C D D D 1' - 0 " 4' - 0 " 1' - 0"2' - 6"7' - 6"2' - 6"NEW FLOORING SMOOTH CEILING NE W F L O O R I N G SM O O T H C E I L I N G NE W F L O O R I N G SM O O T H C E I L I N G NEW FLOORING SMOOTH CEILING NEW KITCHEN CABINETS,COUNTER TOPS, APPLIANCES AND PLUMBING FIXTURES NEW LAUNDRY CABINETS,COUNTER TOP AND SINK NEW BAR WITH CABINETSNEW MANTLE 45 ° C U T AL L F L A S H I N G S H A L L B E S E L F A D H E R I N G A N D R O L L E D F L A T A N D S M O O T H EX T E R I O R D O O R F L A S H I N G D E T A I L S 9 " 9" 8 1 / 2 " 10 " 2 " CU T H O U S E W R A P AN D F O L D I N T O OP E N I N G S A T J A M B S TA P E T O P F L A P U P TE M P O R A R I L Y IN S T A L L D O O R S I L L S E A L N A T A T TH R E S H O L D P E R M F G ' S RE Q U I R E M E N T S , I N S T A L L D O O R PL U M B A N D S Q U A R E AP P L Y J A M B F L A S H I N G T O B O T H S I D E S OF D O O R , D O O R F R A M E A N D H O U S E WR A P E X T E N D I N G 8 1 / 2 " A B O V E D O O R HE A D AP P L Y H E A D F L A S H I N G EX T E N D I N G 1 0 " B E Y O N D B O T H DO O R J A M B S RE L E A S E T O P F L A P A N D C O V E R DI A G O N A L C U T I N H O U S E W R A P W I T H TA P E 2 " L O N G E R T H A N C U T DRAWING PHASEISSUE DATE PRELIMINARY PERMITREVISIONS AWARD WINNING HOME DESIGNS SINCE 1987 AWARD WINNING HOME DESIGNS SINCE 1987 AWARD WINNING HOME DESIGNS SINCE 1987 AWARD WINNING HOME DESIGNS SINCE 1987 C COPYRIGHT 2021 7 / 7 / 2 0 2 1 1 1 : 0 9 : 2 4 A M A02 JOB # - 21118 THE DUKES REMODELFLOOR PLAN - NEWJUNE 17, 2021 JULY 7, 2021 2029 DUNA VISTA COURT ATLANTIC BEACH, FLORIDA DO O R S C H E D U L E DO O R N O . T Y P E F I N I S H CO M M E N T S 13 8' - 0 " x 6 ' - 8 " 10 1 3 ' - 0 " x 6 ' - 8 " w 1 2 " SI D E L I T E S EX T E R I O R - G L A S S - S I D E L I T E S 10 2 3' - 0 " x 6 ' - 8 " IN T E R I O R - P A N E L - I N S U L A T E D 10 3 3' - 0 " x 6 ' - 8 " EX T E R I O R - G L A S S - T R I P L E - 8 ' U N I T 10 4 3' - 0 " x 6 ' - 8 " EX T E R I O R - G L A S S - T R I P L E - 8 ' U N I T 10 5 3' - 0 " x 6 ' - 8 " EX T E R I O R - G L A S S 10 6 3' - 0 " x 6 ' - 8 " EX T E R I O R - G L A S S - T R I P L E - 8 ' U N I T WI N D O W S C H E D U L E WI N D O W S I Z E HE A D HE I G H T SI L L HE I G H T CO U N T C O M M E N T S A (2 ) 3 6 " x 4 8 " 6 ' - 8 " 2 ' - 8 " 2 S I N G L E H U N G - P A I R B 36 " x 4 8 " 6' - 8 " 2 ' - 8 " 1 S I N G L E H U N G C 72 " x 3 6 " 10 ' - 0 " 7 ' - 0 " 2 F I X E D T R A N S O M D 96 " x 3 6 " 10 ' - 0 " 7 ' - 0 " 3 F I X E D T R A N S O M 1/ 4 " = 1 ' - 0 " A0 21 FL O O R P L A N - N E W NOTES:1. CONTRACTOR SHALL FIELD VERIFY ALL NOTES, MATERIALS AND DIMENSIONS PRIOR TO CONSTRUCTION.2. IF A DISCREPANCY OCCURS BETWEEN THE PLANS AND EXISTING CONDITIONS, THE EXISTING WILL TAKE PRECEDENCE. ** * Z O N I N G N O T E * * * TH E R E A R E N O E X T E R I O R C H A N G E S OR N E W S Q U A R E F O O T A G E T O B E AD D E D . A L L N E W W O R K I S I N T E R I O R RE M O D E L I N G . T H E R E F O R E , T H E L O T CO V E R A G E DO E S N O T C H A N G E . I I l, , /J , , 1, / ~:• . ~ - ; . ~ ; . ? : ' . : , : : ~ , . · . : .. ,:: - .. ~ ' / □ □□ DD DD ,. . ,. . , . , , . , . .. . -. '• ', . •, . , . . , .. - - - - - - - - - .~ □ " ' - - - / " - - - / r: . _ _ _ ... . . □ □ □□ DD DD □□ DD DD II [Q ] [Q ] & - - I I . - - - - - - . - - ( ~ I ID 0 (□ :: I I I I ' ' - \s 2 i - 0 0 t ~ 0 J & 0 ' ' ,, . · ~ r-- . ,: , , r ~ .. ;, . lEJJ "" ... I• I I I I I "" I I ; - I I I I I I I J L . L. I I I I I I I ' ' ' ,,. 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