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1908 Selva Marina Dr RES21-0305 3 Windows 1 DoorOWNER:ADDRESS:CITY:STATE:ZIP: JOHNSON JAMES L ET AL 1908 SELVA MARINA DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: PWD-Orlando formerly PELLA WINDOW AND DOOR 4306 Shader Road Orlando FL 32808 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169462 0115 SEVILLA GARDENS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1908 SELVA MARINA DR RESIDENTIAL WINDOWS/DOORS 3 WINDOWS AND ONE DOOR $6739.00 FEES LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 10/5/2021 PERMIT NUMBER RES21-0305 ISSUED: 10/5/2021 EXPIRES: 4/3/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $85.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $131.50 2 of 2Issued Date: 10/5/2021 PERMIT NUMBER RES21-0305 ISSUED: 10/5/2021 EXPIRES: 4/3/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $131.50 RES21-0305 Address: 1908 SELVA MARINA DR APN: 169462 0115 $131.50 BUILDING $85.00 BUILDING PERMIT 455-0000-322-1000 0 $85.00 BUILDING PLAN REVIEW $42.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R17516 $131.50 Printed: Tuesday, October 5, 2021 2:25 PM Date Paid: Tuesday, October 05, 2021 Paid By: PWD-Orlando formerly PELLA WINDOW AND DOOR Pay Method: CREDIT CARD 191922286 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17516 ~+; 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 RES21-0305 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Updated 10/9/18 !.~~-l~Fi>~~TION,· ... Phone: {904) 247-5826 Fax: {904) 247-5845 Email: Building-Dept@coab.us ;5~~~~~~4:~t· Job Address: 1-~QE!_ S!i!I,~~ ,M_arin~.Or :· .. -.• -· ·:.::Permit Number: _________ _ Legal Description ~P11:0~::2~~~!M=. S~~!lla Geirden_s lJnit-1 Lot 2 : . • RE# J69.~62i)119 -.. ; , . Valuatlon of Work (Replacement Cost)$ 6,739,00-··· · Heated/Cooled SF ____ Non-Heated/Cooled. ____ _ • ClassofWork: □New □Addition □Alteration □Repair □Move □Demo □Pool tlWindow/Ooor • Use of existing/proposed structure(s): [Jcommerclal (Z)Resldentlal • If an existing structure, is a fire sprinkler system installed?: Oves IZJNo • Ill s b r i wit ? Florida Product Approval #,_1"""6""8""1""2""".1"'"/._2 ____ 2""0_14..;.6"".""3 __________ for multiple products use product approval form Property Owner Information Name ·· ..,ii-(i)es.-Joh_~!:)n·: ,.,, ,. Address · . '190~ .8elv.a;Mar-lria_ Or,-',,_-. __ ,,, ·· · City Atlal'ltic·BeaGh:-; .. J : .. :._ ·. ;> · State f.~:.. Zip · 32233, : Phone .:; . .':27f.l-:339s3017 E-Mail-:~·.:::'.:'::,:·:-.; _ _.,:•· .. ,···.-:"•;(:... · .' :. :·.r. : .· ..... _.-_;--.:. . :-::-/·: : .. : .. , OWner or Agent (If Agent, Power of Attorney or Agency Letter Required) _nl_a ________________ _ Contractor tnformation Name of Company ''. PWEl'Orlaiiclo .. • ·. ·.> '·. , ·: · · • ·_ ... ~., · ·: .:'-i.-:-::·· -'·.' Qualifying Agent · ._,·,:f · · .. ,:,,.,~;r-,,:.,: •f.:0 ;:'. • = > ·, •· .,-:.-: .-, · · Address·',,. -::'•i( ::-,.-:43(jifsmideef8d.';,=''·· '·:: -';;: , ... ' ·: :-... .-.. ,_..,,,-.-'.': City':_·:.-. ·.'·.''Clfflindc!'-··;_:,.::·; State ~'F)'i'"-. _: .... :.21a;i"2awf."·:·'·::;:. Office Phone '•_;:·\,,~-.:-: •· ·:. ;,.-,,-, -~'::. '' :· · · '.., • ·, .. • ,,. _: --·: .. · Job Site Contact Number __ __,__,....,...,..__,..=-...,.....--,.,._...,..,,.....,- !::t~~rtiNfla~!o~/PR==~tlon # :;cec:'~46712 '•. ; E-Mail .. iamesmw1ariapWd@i~x~i!b·;ui~6;y;;\;_fuiif''."-,_; ... , Engineer's Name & Phone# __ __,,,,_,,_,-------,--,----,--.,...-----=--------,.....,.,....,...--- Workers Compensation Insurer :,,' · :->.: :.· :· · 'OR Exempt i:;i Expiration Date..,_:· .... ·--~·._".-:_:: .... \ __ ....... ~ Appllc:atlon Is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be addltlonal restrictions appllcable 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 agandes. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO TA CO SU 1TH YOUR LENDER OR AN xed and sworn to (or affirmed) before me this~ day of &,-4 -=:..=,._, ~ (Signature of Contractor) Signed and sworn to (or affirmed) before me this 23rd day of Sept 2021 by James Rowland ~~ CHRISTINE R. O'MAUEY MY COMMISSION# GG 163512 EXPIRES: January 29, 2022 Bonded ThN Notary Publlc Underwriters RES21-0305 Doc# 2021254881, OR BK 19934 Page 751, Number Pages: 1, Recorded 09/29/2021 08:43 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Thi& lnstrumerd P111pared tr;c Name PWD Orhindo Add-4306 Sbadcc 8d Qdaoclo fl. 32llQ8 Permit No .. _________ _ STATE OF _,,,F.l_o_rid_a ___ _ couNlY oF ouva1. NOTICE OF COMMENCEMENT Tax ID No. 169462-0115 THE UNOeRSIGNED hereby gives notice that Improvement will be made 111 certain rgl property, and In accordallce wl1h Chapter 713. Florida Statutes, the following Information is provided it1 this Notice of Commencement 1. o.acrtption of property: (legal deecription of property. and street address II available) 45-6-08-25-29E SeviUa Gardens Unit 1 Lot 2 1908 Selva Marina Dr z. 8-ntldesaiption of lmprowmant window/door 3. OWner lnfonnatl0n or l.elsee lnformllllon if ttie Lessee c:ontradlld for the Improvement: ~ :a.~:=; James Johnson 1908 Selva Marina Dr Atlantic Beach, FL 32233 • owner c. Name and addre4S of fee simple titleholder (If differerll from owner listed atiove): na 4. Contractor: a. Name and addnm: PWD Orlando LLC 4306 Shader Rd Orlando, FL .32803 b. Phone number. 407.9.37 .2848 5. Surety (If applicable, a copy of lhe payment bond Is atladled): a. Name and acldress: b. Phone number: na c. Amount of botid $ ___ _ &.Lender. a. Name and addl98S: b. Phone number. na 7. P8f10l1S wilhin lhe StllM of Flolicla designated by Owner upon wtlom notices or other documents may be &elV8d as pn>Yided by Section 713.13(1)(8)7., Florida Statul88: a. Name end address: b. Phone numbafs of designated persons: na 8. In addltion to heraelflhimself, Owner designates the following person(&) lo receive a copy of the Uenor's Noliee a& provldecl in Secllon 713.13(1)(b), Florida staMes: a. Name and addrvas: b. Phone number of person or entity designated by Own&r. na 9. Expiration date Of notloe of comme,,cement (the wcpiration date wlll bet year from the dale of recording unless a diffen!nt date is speelflad): ----- WARNING TO OWNER: /Wf PAYMENTS MADE 8Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING lWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANO POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING V0UR""'"'°'_......,· ~ ~ - ~oio-«L -,-«_, ulhortzed Offl0erlDlrectodPa nager Signeto,y's Title/Office_J_am_e_s_Jo_h_ns_on _____ _ ~ fo1119ol"9 inslrumenl ~~ befole me by meana of t"1phys4Qal p,esenee ot I J onllne notaril.ation on !hill lit;'* Z!~?42~ by ._ J.i...,.ro , who is pe,sonally known to me or who haa procluced Be Ok • iden1i lion who (did not) take an oa . Notary Public, Commission No. ::Z, {'ff 6, 7 . . c-1ss1o1n , " 2,ru, ....,_ M, eo.... r.,,,,., -.y 20, JOU --- RE S 2 1 - 0 3 0 5 PR O D U C T AP P R O V A L IN F O R M A T I O N SH E E T FO R TH E CI T Y OF AT L A N T I C BE A C H , FLORIDA (*REQUIRED) *P r o j e c t Ad d r e s s : 1 9 0 8 S e l v a M a r i n a D r Pe r m i t # : - - - - - - - - - - - *O w n e r / P r o j e c t Na m e : _J _ o _ h _ n _ s o _ n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ As re q u i r e d by Fl o r i d a St a t u t e 55 3 . 8 4 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 9B - 7 2 , pl e a s e pr o v i d e th e in f o r m a t i o n an d pr o d u c t approval number(s) for th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e to th e bu i l d i n g co n s t r u c t i o n pr o j e c t fo r th e pe r m i t nu m b e r li s t e d ab o v e . You should contact your pr o d u c t su p p l i e r if yo u do no t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n re g a r d i n g statewide product ap p r o v a l ma y be ob t a i n e d at : ww w . f l o r i d a b u i ld i n g . o r g . Ca t e g o r y /S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g 2. Sl i d i n g P e l l a 25 0 20 1 4 6 . 3 3. Se c t i o n a l 4. Ga r a g e Ro l l - U p 5. Au t o m a t i c 6 . 0 t h e r B. W I N D O W S 1. Si n g l e hu n g Pe l l a 25 0 16 8 1 2 . 1 / . 2 2. Ho r i z o n t a l sl i d e r 3. Ca s e m e n t 4. Do u b l e hu n g 5. Fi x e d 6 . Aw n i n g 7. Pa s s - t h r o u g h 8 . Pr o j e c t e d 9 . Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n 12 . Ot h e r Page 1 of 4 Updated 10/17 /18 In ad d i t i o n to co m p l e t i n g th e ab o v e li s t o f ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b e r fo r th e pr o d u c t s used on this project, the Co n t r a c t o r sh a l l ma i n t a i n on th e jo b si t e an d av a i l a b l e to th e In s p e c t o r , a le g i b l e co p y of ea c h ma n u f a c t u r e r ' s pr i n t e d specifications and installation in s t r u c t i o n s al o n g wi t h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce r t i f y th a t th i s pr o d u c t ap p r o v a l li s t is tr u e an d co r r e c t to th e be s t of my kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e of di f f e r e n t components other than the on e s li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of f i c i a l . *C o n t r a c t o r Na m e (P r i n t Na m e ) : Ja m e s Ro w l a n d *C o m p a n y Na m e : Pe l l a Wi n d o w s an d Do o r s *M a i l i n g Ad d r e s s : 35 0 W St a t e Ro a d 43 4 *C i t y : Lo n g w o o d *S t a t e : FL *Z i p Co d e : _3 _ 2 _ 7 _ 5 _ 0 _ _ _ _ _ _ _ _ _ _ *T e l e p h o n e Nu m b e r : _(7 _ 2 _ 7 _ ) _ 9 _ 6 _ 7 _ - _ 0 6 _ 4 _ 6 _ _ _ _ _ _ _ *E - m a i l Ad d r e s s : ja m e s r o w l a n d p w d @ e x p e d i t p e r m i t . c o m Ce l l Ph o n e Nu m b e r : Fa x Nu m b e r : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 4 of 4 Updated 10/17/18 -30 I i ' l 14 BAS .--I~ I t .... , --2·;..._ ----1 10 JQ L k~ : D -z.,S RES21-0305 9/23/21, 6:15 AM Florida Building Code Online 'i!iil,i;I; .w.iiililiif.tii-.M!.&N~tlW.IIMtiiii!il!liiiiliiltil BCIS Hom e i Log In User Registratio n Hot Topics Submit Su rcha rge I Stats & Facts J Pub lications Contact Us i BC I S Site Map · Links Search Product Approval , USER: Publi c User Product Armro val Menu > Pro duct or AQQl ica ti on Search > ARf!l icatio n Usl > Application Detail FL # App li cation Type Code Version Application Status Comments Archived Product Manufactu r er Address/Phone/Emai l Authorized Signature Technical Repres entative Address/Phone/Email Quality Assurance Representative Address/Phone/Emai l Category Subcategory Compliance Method Certi fication Agency Va lid ated By Referenced Standard an d Yea r (of Standard ) Equivalence of Product St andards Certified By Produ ct Approval Method FL20146-R3 Rev is ion 2020 Approved *A pprov ed by DBPR. App rovals by DBPR shall be reviewed and ratified by the POC and /or the Comm iss ion if necessary. Pel la Corporation 102 Main St. Pella, IA 50219 (641) 621-6096 p ell a prod u cta pprova l@pe lla.com T ROY FARR t bfarr@pe lla.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 (503) 405-9176 t bfarr@pe ll a.com Pat Bortscheller 102 Main Street Pella, IA 50219 (641) 621-1000 PJBortscheller@pella.com Exterior Doors Sli di ng Ex t erior Door Assemblies Certifi cation Mark or Lis ting W ind ow and Door Manufacturer Association T.E. Lunn, PE, LLC ;,:,~ Validation Ch ecklist -Hardcopy Received standard AAMA/W DMA/CSA 101/I.S. 2/ A440 -11 AAMA/W DMA/CSA 101/I.S.2/A440-17 Method 1 Option A fi.u: 2011 2017 https://www. fl orida building .org/pr/pr _ app _ dtl .aspx? param=wG EV XQwtDqsSY 4JywRcv%2f20m%2fJ F adl EX2m Q Cu N HvREz ToRAxL Yft5Q%3d%3d 1 /3 9/23/21, 6:15 AM ~ Date Submitted Date Validated Florida Building Code Online 03/19/2021 03/23/2021 Date Pending FBC Approval Date Approved 03/29/2021 s ummarv o fP d ro ucts FL# Modcl,NumberorName Description 20146.1 250 Series Vinyl Sliding Patio Door 95.5" x 95.5" Standard Performance OX or XO Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL20146 R3 C CAC CCL 411-H-1503.49-50 95.5x95.5 STD Approved for use outside HVHZ: Yes 250 XO PD.[.!df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 09/15/2030 Other: Glass shall conform to the current ASTM E1300 Installation Instructions standard and shall be safety glazed. FL20146 R3 II Drawing 1961.[.!df Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL20146 R3 AE Drawing 1961.[.!df Created by Independent Third Party: Yes 20146.2 250 Series Vinyl Sliding Patio Door 95.5" x 95.5" High Performance OX or XO Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL20Hfi B3 C C8C CCL 411-l:l-1503,52-53 25,51125,5 1:!P Approved for use outside HVHZ: Yes 250 XO PD,12.df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 09/11/2030 Other: Glass shall conform to the current ASTM E1300 Installation Instructions standard and shall be safety glazed. EL2014fi B3 II Drawing...l..2fil...R.df Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports EL2014fi B3 8E Drawjng 12fil...Rdf --------- Created by Independent Third Party: Yes ...... :0146.3 ) 250 Series Vinyl Sliding Patio Door 71.5" x 81.5" Standard Performance OX or XO Sliding Patio Door Li'rhits..et1Jse Certification Agency Certificate Approved for use in HVHZ: No FL2014!;i R3 C CAC CCL 411-H-1503,55-!;i!;i 71,!;ix!;ll,5 STD Approved for use outside HVHZ: Yes 250 PD,pdJ Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/19/2030 Other: Glass shall conform to the current ASTM E1300 Installation Instructions standard and shall be safety glazed. FL2014!;i R3 II Drawing~P-Qf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL2014g R3 AE Drawing~ru;!f Created by Independent Third Party: Yes 20146.4 250 Series Vinyl Sliding Patio Door 47.5'' x 95.5" Fixed Panel Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL2014fi B3 C C8C 411-l:l-1504,0l 0B,R.df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2029 Design Pressure: +50/-50 Installation Instructions Other: Glass shall conform to the current ASTM E1300 EL2014fi B3 II Drawjng...l..2fil...R.df standard and shall be safety glazed. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports EL2Ql4fi B3 8E Drawing_ll6..l...R.df Created by Independent Third Party: Yes 20146.5 250 Series Vinyl Sliding Patio Door 191.5" x 95.5" OXXO Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2014§ R3 !: CA!: !:CL 411-H-1503,56-52 121,5x25,5 STD Approved for use outside HVHZ: Yes 250 OXXO PD,pcjf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 01/05/2031 Other: Glass shall conform to the current ASTM E1300 Installation Instructions standard and shall be safety glazed. FL2014§ R3 II Drawing~RQf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDqsSY4JywRcv%2f20m%2fjFadlEX2mQCuNHvREzToRAxLYft5Q%3d%3d 2/3 GE N E R A L NO T E S ; I . AL L FA S T E N E R S SH A L L BE IN AC C O R D A N C E Wi l l i ll ! E S [ DR A W I N G S . SP [ C l f l [ O AN C H O R EM B E D TO BA S [ W.T E R I A I . SH A L L BE BE Y O N D WA U Fl N I S H OR ST U C C O . 2. OP E N I N G S . BU C K I N G & BU C K I N G FA S T E N E R S lo l U S l BE PR O P E R L Y DE S I G N E D I t IN S T A L L E D TO TR A N S F E R WIN D LO A D S TO ll ! E ST R U C T U R E . 3. TH E S E NO N - I M P A C T "A T E O PR O D U C T IN S T A L I A T I O N S AR E IN AC C O R D A N C E WIT H AN D UE C T TH E RE Q U I R E M E N T S OF TH E Fl O R I D A BU I L D I N G CO D E {F 8 C ) . 4. AU AN C H O R S SE C U R I N G PR O D U C T FR A M E S TO PR E S S U R E TR E A T E D BU C K S OR WO O D FR A M I N G SH A L L BE CA P A B L E OF RE S I S T I N G CO R R O S I O N CA I / S E O BY TH E PR E S S U R E TR E A T I N G CH E M I C A L S IN TH E WO O D . 5. W.T E R I A L S . IN C L U D I N G BU T NO T LI M I T E D TO ST ( [ L SC R E W S , TH A T CO M E IN T O CO N T A C T WIT H OT H E R DI S S I M I L A R W.T E R I A L S SH A L L UE [ l TH E RE Q U I R E M O O S OF fl O R I D A BU I L O ! N G CO D E CH A P T E R 2D . 9. TO TH E BE S T OF OU R KN O W L E D G E . TH E PR O D U C T SH O W N HE R E I N IS ca r n l l E D & QU A L I T Y AS S U R E D SY A fl O R J O A ST A T E AP P R O V E D CE R T l f l C A T I O N / O A EN T I T Y It SH A L L BE IA B E L E O IN AC C O R D A N C E WIT H TH E FB C AN O TH E fl O R I O A DE P A R T M E N T OF BU S I N E S S I t PR O F E S S I O N A L RE G U L A T I O N SP E C I F l C A T I O N S . PR O D U C T AS S E M B l Y IS NO T PA R T OF TH I S DR A W I N G AN O SH A L L BE IN AC C O R D A N C E WIT H TH E w. N U F A C T U R E R " S OU A U T Y AS S U " A N C E SP E C I F I C A T I O N S & TE S T I N G RE P O R T S . 7. CE R T I F l C A T I O N OF TH E S E PR O D U C T IN S T A L I A T I O N S SH A L L BE CO N S I D E R E D VO I D IF Al f f OF TH [ FO L L O W I N G AP P L Y , 1) PR O D U C T IS IN S T A L L E D WIT H O U T A BU I L D I N G PE R M I T FR O M TH E AP P L I C A B L E LO C A L BU I L D I N G DE P A R T l o l E N T . 2) PR O D U C T IS IN S T A L L E D BY AN Y O N E OT H E R TH A N A LI C E N S E D CO N T R A C T O R EX P E R I E N C E D WIT H IN S T A L L A T I O N S OF TH I S TY P E OF PR O D U C T . 3) IF CH A N G E S HA V E OC C U R R E D TO TH E PR O D U C r s CE R T I F l C A T I O N EN T l l Y S CE R T I A C A T E TH A T CA U S E TH E S E IN S T A L L A T I O N S TO BE IN C O R R E C T OR IN C O N S I S T E N T WIT H WH A T HA S BE E N TE S T E D . 8. TH E LE A S T ll E S I G N PR E S S U R E SP E C I F I E D EIT H E R IN TH I S DR A W I N G OR IN TH E PR O D U C T S CE R T I F I C A T I O N SH A L L CO N T R O L FO R TH E IN S T A L L E D PR O D U C T . 9. TH E S E O" A W I N G S CE R T I F Y TH E PR O D U C T IN S T A L I A T I O N ON L Y . WA T E R PR O O A N G OF TH E IN S T A L L E D PR O D U C T IS NO T PA R T OF TH I S IN S T A L L A T I O N CE R T I F I C A T I O N . TH A T RE S P O N S I B I L I T Y SH A L L BE TH A T OF TH E MA N U F A C T U R E R &/ O R IN S T A L L E R . IN S T A L L A T I O N EV A L U A T I O N IS BA S E D ON AP P L I C A B L E AN C H O R ST A N D A R D S AN D / O R IN F O R W . T I O N & RE S U L T S FR O M AP P L I C A B L E TE S T RE P O R T S . TH E fl O R I D A BU I L D I N G CO O E VE R S I O N CO N S I D E R E D WIT H TH E EV A L U A T I O N WA S TH A T IN FO R C E AT TH E TIM E OF TH E EV A L U A T I O N . IN TH E M N T OF CO D E VE R S I O N C> I A N G E S / U P D A T E S OR IN TH E EV E N T TH A T NE W OR AO O I T I O N A L TE S T I N G IS CO M P L E T E D ON TH E RE F E R E N C E D PR O D U C T . PR I O R TO ST A T I N G CO D E CO M P L I A N C E WIT H TH E ST A T E . TH E MA N U F A C T U R E R SH A U CO N n R M WIT H TH E IN S T A L I A T I O N EV A L U A T I O N EN G I N E E R Of RE C O R D TH A T TH E IN S T A L L A T I O N S SP E C I A E O HE R E - I N AR E CU R R E N T WIT H TH E TH E N CU R R E N T TE S T I N G . CO O E AN O AP P U C A B L t ST A N D A R D S . AL T E B N A J E AN C H O R / S U B S T R A J E EV A L U A T I O N NO T E ; AL L AL T E R N A T E AN C H O R S IN TH E I R SP E C I F I E D SU B S T R A T E S HA V E BE E N AN A L Y Z E D IN AC C O R D A N C E WIT H TH E I R AP P L I C A B L E ST A N D A R D { $ ) AN D AR E FO U N D TO BE EQ U I V A L E N T TO OR ST R O N G E R TH A N TH E AN C H O R { S ) US E D IN TE S T I N G WI T H TH I S PR O D U C T . FR A M E AN C H O R RE Q U I R E M E N T S TA B L E ... . :c c. , w :c OP E N I N G lY P E {S U B S T R A T E ) FR A M E / F I N TO OP E N I N G FA S T E N E R lY P E MI N I M U M MI N I M U M EM B E D ED G E DI S T . FR A M E SC R E W S MI N . 2X 4 WO O D FR A M E OR BU C K (M I N . GR . 3 & G= 0 . 5 5 ) NO . 10 SM S OR WO O D SC R E W MI N . 18 GA . 33 KS I ME T A L ST U D NO . 10 GR . 5 SE L F TA P / D R I L L SC R E W MI N . 1 / 8 " TH K A3 6 ST E E L NO . 10 GR . 5 SE L F TA P / D R I L L SC R E W MI N . 1 / 8 " TH K 60 6 3 - T S AL U M . NO . 10 GR . 5 SE L F TA P / D R I L L SC R E W MI N . C- 9 0 CM U OR 25 0 0 PS I CO N C R E T E (1 ) 1/ 4 " CO N C R E T E SC R E W (2 ) NA I L I N G FI N FA S T E N E R S MI N . 2X 4 WO O D FR A M E OR BU C K (M I N . GR . J & G= 0 . 5 5 ) MI N . 2X 4 WO O D FR A M E OR BU C K (M I N . GR . 3 & G= 0 . 5 5 ) NO . 8 SM S SC R E W 1 1 GA . RO O F I N G NA I L 1 1 ; 4 • FU L L · FU L L FU L L I 1/ 4 " 1 1 / 2 " 1 5 / 8 " MI N . 1 / 8 " TH K A3 6 ST E E L NO . 8 GR . 5 SE L F TA P /D R I L L SC R E W FU L L MI N . 1 / 8 " TH K 60 6 3 - T 5 AL U M . NO . 8 GR . 5 SE L F TA P /D R I L L SC R E W FU L L (1 ) CO N C R E T E SC R E W S SH A L L BE EL C O UL T R A C O N S (C . S . ) , EL C O CR E T E - F L E X (S . S . ) , IT W RA M S E T / R E D HE A D TA P C O N S (C . S . OR S. S . ) OR HI L T ! KW I K - C O N II (C . S OR S. S . ) . 3 / 4 " 1 / 2 " 1/ 2 " 1 / 2 " r 1 ; 2 · 1 / 2 " 1 / 2 " 1 / 2 " (2 ) WH E N SC R E W S AR E US E D WIT H TH E NA I L FI N , TH E Y MU S T BE A WA F F L E HE A D SC R E W OR HA V E A FL A T WA S H E R AT TH E SC R E W HE A D . - 47 1 / 2 " MA X . FR A M E WID T H - NA I L FI N 7 ® - 47 1 / 2 " MA X . FR A M E W I D T H f 4" MA X . - 1 2D " MA X . ; C . 1 4• MAX. = _ _ $. _ ___ . I I FI N FA S T E N E R WI T H I N ~ 3" OF CO R N E R S & b I I I ~ ~ FR A M E SC R E W S WH E R E SH O W N . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . ~. . £ . . ~ - I ,..----NAIL FIN AND I V ANCHORING Of NAIL FIN , 1 IS OPTIONAL & SHALL 4 NOT ACT AS A I SUBSTITUTE FOR THE 4 1 /2 " MA X . O. C . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON TH I S SH E E T FO R RE Q U I R E M E N T S . V ' OP P O S I T E 18 1 ' \ \2 . / j : Q w :c I I FRAME ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN I REQUIRED BY OPENING I CONDITIONS 4 16" MAX. I 0.C., I '-MAY INCREASE TO OP P O S I T E I 18" 0.C. WHEN IB 2 ' \ q FRAME WIDTH IS 43" ~~ 5 ' - 1 - - + + + t h - l - . . " ' ' " OR LESS OR WHEN I JOB REQUIRED O.P. ~ IS +/-45 PSF OR I LESS. I ~---- 11 4 MAX. < EX T E R I O R EL E V A T I O N : < EX T E R I O R EL E V A T I O N : I SI N G L E FI X E D PA N E L DO O R SC A L E : T/ 2 " = 1 ' - 0 " (N A I L FI N MO U N T ) SI N G L E FI X E D PA N E L DO O R SC A L E : 1 / 2 " = 1' - 0 " ' (F R A M E SC R E W MO U N T ) AL L O W A B L E DE S I G N PR E S S U R E (S I N G L E FI X E D PA N E L DO O R S ON L Y ) + 5 0 / - 5 0 PS F PR E S S U R E SH O W N IN TH I S TA B L E IS FO R IN S T A L L A T I O N CO N D I T I O N S ON L Y . TH E GO V E R N I N G DE S I G N PR E S S U R E ON TH E DO O R S SH A L L BE TH E LE S S E R OF TH A T SH O W N IN TH E IN O i v l D U A L DO O R ' S ST A T E AP P R O V A L OR TH A T SH O W N IN TH I S TA B L E . IN S T A U l , T I O N NO T E ; WH E N NE C E S S A R Y , IN S T A L L A T I O N ME T H O D S MA Y BE MI X E D WIT H AN Y ON E DO O R SU C H TH A T IN O M D U A L SI D E S OF TH E DO O R MA Y US E ON E DR TH E OT H E R AN C H O R ME T H O D (E X A M P L E : SI L L MA Y US E FR A M E SC R E W S ME T H O D WH I L E OT H E R SI D E S US E FI N ) f :i t . uR A W I M G S ANE APPL_~_ ONLY O JHt -!"u_,.,UCI ED F l E D . THEY 1,1,\Y NOT BE USED F'OR THE ASSatBLY 0/ 0 R IN S T A U . A T I O N OF Nit OTHER PRODUCT NOR MAY fH E V BE US E D FOR RATIDNAL. AND/OR L0CAl APPROYN. AH f Pf f O O V C l NOT PROOUCED 13V THE tiWNF'M:TUR£R y • - .. l" t U y•-~ ... -·-·---. 11~':.S" 1~;~ DI; ~-i• l°"~,,~111 ~ s s a i ~ "' 0 0 z 0 ~B~g 0 ~o:No ~ ~t=;fg1 D.. a::zs:-c., 0-N z u~:ff i3 ~gci~ ::J Ill ..,_ a. D.. g 100 5 ~ ~ ~ I c.,'m z 0 ;!!;iii z ffi'° !! ~ ~~~~. l:2 ~..: §~¥ I.LI Ill 0.. &~: 0 ~ . 61" lt'I ii u -"' 5 ~x: ~ ifiliil i!~f i ~ .a~~ =>~o a. ! ~;i:-1!1 SH£ET NO. 1 or 5 l' B 1 \ \. 2 - 1 ... . :c '- ' GJ :c w "" ~ ... . . ~ ' N ::: : - "' "' 95 1 / 2 " MA X . FR A M E WID T H NA I L FI N 7 f~ . 4 " ~ 4 \ 4 \ 4 t 1 1 1 1 ® 1/ f _ / 1/ f I CL U S T E R OF 6 FI N FA S T E N E R WI T H I N _ / FR A M E SC R E W S AT 3" OF CO R N E R S & IN T E R L O C K ST I L E 4 1/ 2 " MA X . 0. C . EN D S . SE E "F R A M E SE E "F R A M E AN C H O R AN C H O R RE Q U I R E M E N T S RE Q U I R E M E N T S TA B L E " ON TH I S TA B L E " ON TH I S SH E E T FO R SH E E T FO R RE Q U I R E M E N T S • RE Q U I R E M E N T S . NO T E : QU A N T I T Y OF SC R E W S IN CL U S T E R MA Y BE RE D U C E D TO OP P O S I T £ 5 WH E N IN D I V I D U A L rB f \ PA N E L SI Z E / AR E A IS \. 2 - 1 27 S. F . OR LE S S OR WH E N JO B RE Q U I R E D D. P . IS + / - 4 2 PS F / / OR LE S S . "< _ 1/ f < EX T E R I O R EL E V A T I O N : 2- P A N E L SL I D I N G PA T I O DO O R SC A L E : 1/ 2 " = 1' - 0 " (N A I L FI N MO U N T ) 4" MA X . V AL L O W A B L E DE S I G N PR E S S U R E (2 - P A N E I . DO O R S ON L Y ) +5 0 / - 5 0 PS F PR E S S U R E SH O W N IN TH I S TA B L E IS FO R IN S T A L L A T I O N CO N D I T I O N S ON L Y . TH E GO V E R N I N G DE S I G N PR E S S U R E ON TH E DO O R S SH A L L BE Tf l E LE S S E R OF TH A T SH O W N IN TH E IN D I V I D U A L DO O R ' S ST A T E AP P R O V A L OR TH A T SH O W N IN TH I S TA B L E . i - - - - - - - 9 5 1/ 2 " MA X . FR A M E W I O T H - - - - - - l 1 ,,. - ,, if f f f t ,,. =;, I FR A M E SC R E W S WH E R E SH O W N . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . NO T E : QU A N T I T Y OF SC R E W S IN CL U S T E R MA Y BE RE D U C E D TO 5 WH E N PA N E L SI Z E / AR E A IS 27 S. F . OR LE S S OR WH E N JO B RE Q U I R E D D. P . IS + / - 4 2 PS F OR LE S S . EX T E R I O R EL E V A T I O N ; 2- P A N E L SL I D I N G PA T I O DO O R SC A L E : 1 / 2 " = 1 ' - 0 " (F R A M E SC R E W MO U N T ) 4" MAX. NAIL FIN ANO ANCHORING OF NAIL FIN IS OPTIONAL & SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN I REQUIRED BY OPENING I CONDITIONS 16 " MA X . O. C . ' - M A Y INCREASE TO 18" O.C. WHEN FRAME WIDTH IS 86" OR LESS OR WHEN JOB REQUIRED D.P. IS +/-45 PSF OR LESS. Iii !i : Q ... . , :r : ... . , ~ ~ ,_ _ _ _ _ _ _ _ _ _ 14 5 1 / 2 ' MA X . FR A M E WID T H - - - - - - - - - - - - 1 t - - - - - - - - - - - - 1 4 5 1/ 2 " MA X . FR A M E W I D T H - - - - - - - - - ' 4• r 19 " MA X O C -# t t t - - 19 " MA X . NA I L FI N 7 4• 4" 4" 4• ff f f t f f I f f _ / CL U S T E R OF 5 _ / FR A M E SC R E W S AT IN T E R L O C K ST I L E EN D S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON TH I S SH E E T FO R RE Q U I R E M E N T S . CL U S T E R OF 4 FR A M E SC R E W S AT IN T E G R A L MU L L I O N EN D S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON TH I S SH E E T FO R RE Q U I R E M E N T S . EX T E R I O R EL E V A T I O N : I FI N FA S T E N E R WI T H I N _ / 3" OF CO R N E R S & 4 1/ 2 " MA X . O. C . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON TH I S SH E E T FO R RE Q U I R E M E N T S . _, - - I N T E G R A L MU L L I O N < OP ~ I T E r a n MA X . I . . . 1 1 1 1 1 O. C . - - - - - - - - - NA I L FI N AN D AN C H O R I N G OF NA I L FI N IS OP T I O N A L & SH A L L NO T AC T AS A SU B S T I T U T E FO R TH E FR A M E AN C H O R S SP E C I F I E D . FI N MA Y BE RE M O V E D WH E N RE Q U I R E D BY OP E N I N G CO N D I T I O N S FR A M E SC R E W S WH E R E - t t t t t t l - ' - ~ SH O W N . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . 3- P A N E L SL I D I N G PA T I O DO O R EX T E R I O R EL E V A T I O N : 3- P A N E L SL I D I N G PA T I O DO O R SC A L E : 1 / 2 " = 1 '- o • (N A I L FI N MO U N T ) AL L O W A B L E DE S I G N PR E S S U R E (3 - P A N E L DO O R S ON L Y ) MA X . MA X . AL L O W A B L E FR A M E FR A M E PR E S S U R E WID T H HE I G H T ( + / - PS F ) (I N . ) ( I N . ) 14 5 1/ 2 95 1/ 2 35 10 9 1 / 2 81 1 / 2 (1 ) 50 PR E S S U R E SH O W N IN TH I S TA B L E IS FO R IN S T A L L A T I O N CO N D I T I O N S ON L Y . TH E GO V E R N I N G DE S I G N PR E S S U R E ON TH E DO O R S SH A L L BE TH E LE S S E R OF TH A T SH O W N IN TH E IN D I V I D U A L DO O R ' S FL O R I D A AP P R O V A L OR TH A T SH O W N IN TH I S TA B L E . ( 1) PO S I T N E DE S I G N PR E S S U R E IS LI M I T E D TO +3 5 PS F WH E N DO O R IS RE Q U I R E D TO BE WA T E R RA T E D . SC A L E : 1/ 2 " = 1 ' - 0 " (F R A M E SC R E W MO U N T ) IN T E G R A L MU L L I O N 4" MAX. ti ti § I ! g 0,: 0 0 C 0 ~ a; C) z 15 ~ SHEET NO. 3 o, 5 ... . I "' w :, : w :: : E 12 L, . . x :§ s/' 6 1 ' \ . ~ \ 2 . J l 4" MA X . ... . : , : "' w I w g ~ 19 1 1 / 2 " MA X . FR A M E WID T H NA I L FI N 7 L4 . L 4 \ 4 " t 4 " 1 , n , n L4 • L 4 " t 4 " L 4 • 1 , 1 1 1 1 1 1_ 4 " L 4 " L 4 + 4 • 1 , 11 1 1 ® 0 _ / CL U S T E R OF 5 FR A M E SC R E W S AT IN T E R L O C K ST I L E EN D S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON TH I S SH E E T FO R RE Q U I R E M E N T S . 'S 7 / ~ NA I L FI N AN D AN C H O R I N G OF NA I L FI N IS OP T I O N A L & SH A L L NO T AC T AS A SU B S T I T U T E FO R TH E FR A M E AN C H O R S SP E C I F I E D . FI N MA Y BE RE M O V E D WH E N RE Q U I R E D BY OP E N I N G CO N D I T I O N S 0 _ / I CL U S T E R OF 4 I FR A M E SC R E W S AT IN T E G R A L MU L L I O N EN D S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S I TA B L E " ON TH I S I SH E E T FO R I RE Q U I R E M E N T S . ! I 0 ! i 0 l FI N FA S T E N E R WI T H I N _ / 3" OF CO R N E R S & 4 1 / 2 " MA X . O. C . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON TH I S SH E E T FO R RE Q U I R E M E N T S . ~ 81 v- l N T E G R A L w- MU L L I O N 0 ~ FR A M E SC R E W S WH E R E - t t - t - . . . _ _ _ _ _ SH O W N . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . IN T E G R A L MU L L I O N EX T E R I O R EL E V A T I O N : 4- P A N E L SL I D I N G PA T I O DO O R 'S 7 SC A L E : 1/ 2 " = 1 ' - 0 " (N A I L Fi N MO U N T ) AL L O W A B L E DE S I G N PR E S S U R E (4 - P A N a DO O R S ON L Y ) MA X . MA X . AL L O W A B L E FR A M E FR A M E PR E S S U R E WID T H HE I G H T ( + / - PS F ) (I N . ) (I N . ) 19 1 1 / 2 95 1 / 2 35 10 9 1 / 2 81 1 / 2 (1 ) 50 PR E S S U R E SH O W N IN TH I S TA B L E 4" MA X . IS FO R IN S T A L L A T I O N CO N D I T I O N S TH E GO V E R N I N G DE S I G N ON L Y . PR E S S U R E ON TH E DO O R S SH A L L BE TH E LE S S E R OF TH A T SH O W N IN TH E IN D M D U A L DO O R ' S FL O R I D A AP P R O V A L OR TH A T SH O W N IN TH I S TA B L E . ( 1 ) PO S I T I V E DE S I G N PR E S S U R E IS LI M I T E D TO +3 5 PS F WH E N DO O R IS RE Q U I R E D TO BE WA T E R RA T E D . EX T E R I O R EL E V A T I O N : 4- P A N E L SL I D I N G PA T I O DO O R SC A L E : 1 / 2 " = 1 ' - 0 " (F R A M E SC R E W MO U N T ) iii 0::: 0 0 0 0 ~ IL C> z 0 ::J (/) 13 12 w (/) g N SHEET NO. 4 a, 5 !E X T E R I O R ! FI N FA S T E N E R PE R EL E V A T I O N SH I M AS RE O ' O TO SU P P O R T & AL I G N WIN D O W SE A L A N T BY OT H E R S BE H I N D NA I L FI N FI N FA S T EN ER PE R EL E V A T I O N SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " FR A M E SC R E W PE R EL E V A T I O N 3/ 8 " MA X . SP A C E ] SE A L SP A C E ~ WIT H LO W ~ EX P A N S I O N w FO A M AR O U N D ~ ER I M E T E R OF t: : IN D O W RA M E SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " 3 / 8 " M A X . ] SP A C E FR A M E SC R E W PE R EL E V A T I O N . SE A L HO L E AN D OV E R SC R E W HE A D AS RE Q U I R E D . OP T I O N A L NA I L FI N I EX T E R I O R I SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " SP A C E 3 / 8 " MA X . I FRAME WIDTH - FR A M E SC R E W PE R EL E V A T I O N SU B S T R A T E BY ' . OT H E R S PE R -~ , - : t _ - - - - - , 3 / 8 " MA X . SH I M AT EA . J AN C H O R I- - EA L SP A C E B WIT H LO W ~ EX P A N S I O N .. . . , FO A M AR O U N D ~ ER I M E T E R OF a: : IN D O W '" ' RA M E 3 / 8 " MA X . J SH I M AT EA . AN C H O R FR A M E SC R E W PE R EL E V A T I O N . SE A L "F R A M E AN C H O R ' · • RE Q U I R E M E N T S .- ; TA B L E " ' . 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FI N SE C T I O N ~ SC A L E : 3 / 4 FU L L 3 (F R A M E SC R E W MO U N T ) •.•. s. w.w.s. ~ ffi 0 ~ RES21-0305 9/23/21, 6:15 AM Florida Building Code Online ,i;J'; ~=:~;;:i:==~~":.~~~it,rJa~'l1!'3..:;""•'lmlli6III- BCIS Home I Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts I Pub lications Contact Us ! BCI S Site Map Links Search ! Product Approval USER Public User Product AP.J~rova l Menu > Product or I\P.,P.;l ication Search > 8P.J2f ication Usl > Application Detail FL# Application Type Code Version Application Status Comments Arc h ived Product Manufacturer Address/Ph one/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Comp liance Method Certification Agency Validated By Referenced Standard and Year (of Standard ) Equi valence of Product Stan dards Certi fied By Product Approva l Method FL16812-R5 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR sha ll be reviewed and ratified by the POC and /or the Commission if necessary. Pella Corporation 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval @pella.com TROY FARR tbfarr@pella.com T ROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 (503) 405-9176 tbfarr@pe lla.com Pat Bortscheller 102 Main Street Pella, IA 50219 (641) 621-1000 PJBortscheller@pe ll a .com Windows Single Hung Certification Mark or Listing W indow and Door Manufacturer Association T.E . Lunn, PE, LLC L, Va li dation Check li st -Hardcopy Receiv ed Standard AAMA/WDMA/CSA 101/1.S. 2/ A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 Me t hod 1 Option A Yfillr 2008 2011 https://www.floridabuilding.org/pr/pr _app_dt l.aspx?param=wGEVXQwtDqtmm TSTNdVPsYPC%2b Y ipl 8uG R 1 ZzCr3jL %2b34AZlekWMbKw%3d%3d 1 /4 9/23/21, 6:15 AM X ( ( Date Submitted Date Validated Florida Building Code Online 11/02/2020 11/03/2020 Date Pending FBC Approval Date Approved 11/10/2020 ummarvo ro uc s S f P d t .FU Model, Number or Name Description '16812J\. 250 Series Single Hung Window 36" x 63" vinyl non-Impact single window sse Certification Agency Certificate for use in HVHZ: No FL16812 RS C CAC CCL 411-H-1462.51-52,P.df for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2023 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL16812 RS II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes ~ Evaluation Reports FL16812 RS AE Drawing 1867.P.Qf Created by Independent Third Party: Yes I 16812.2 J 250 Series Single Hung Window 48" x 84" vinyl non-impact single window with fully reinforced stiles & rails Li'lftil:s..df Use Certification Agency Certificate Approved for use in HVHZ: No El.lfi612 BS C CAC CCL ~ll-l::l·Hfi2,~S-~fi,!2'1f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2023 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current EL1fi812 BS II Drawjng~12af ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports EL1fi812 BS AE Drawing .l.Bfil..w.tf Created by Independent Third Party: Yes 16812.3 250 Series Single Hung Window 54" x 66" vinyl non-impact single window with fully reinforced stiles & rails & HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fbl!;i812 !3.5 !: !:8!: C!;;L 411-H·l~fi2,5J-54,12Qf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2023 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL1§812 RS II Drawlng.JJl§Z.12Qf ASTM E1300 standard. Verified By: Warren w. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 RS AE Drawing.JJl§Z.12Qf Created by Independent Third Party: Yes 16812.4 250 Series Single Hung Window 48" x 72" vinyl non-impact single window with fully reinforced stiles & rails & HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No El.lfi612 BS C CAC CCI. ~ll-l:l-l~fi2,SS-Sfi,w.tf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2023 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current fl.lfi612 BS II Draw;n~ru1f ASTM E1300 standard. Verified By: Warren w. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FU fi812 BS AE Drawjng .l.RfiZ..ru1f Created by Independent Third Party: Yes 16812.5 250 Series Single Hung Window 72 1/2" x 63" vinyl non-impact double window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fl.lfi612 BS C CA!: CCL ~ll-l::l·l~fi2,JZ-JB,12Qf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/14/2023 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current Fllfi812 RS II Drawing.JJ!§Z.12Qf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Fllfi812 RS AE Drawing.JJl§Z.12Qf Created by Independent Third Party: Yes I I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsYPC%2bYipl8uGR1ZzCr3jL%2b34AZlekWMbKw%3d%3d 2/4 GE N E R A L , NQ T f S • II W,R.._ I 11'.W.S. I. 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(N O T E TH A T RO O F I N G NA I L S AR E NO T AP P L I C A B L E AT MU L L I O N EN D -2 " , - I ·C l GJ I w :> i ~ LL . .. J .. J ?/ CL U S T E R S ) ?/ ?/ .l , L - - - 0 - · · · · - - - · · - - - - - - _ _ : _ . . : . . . . . . . l J I m·- - - = i = - = · · · · · · · = - · - = - = - - - = = - n 1 ~ w i'. 5 x < I FI N FA S T E N E R WI T H I N 2" OF CO R N E R S & CL U S T E R FI N FA S T E N E R S AT 4 1 / 2 " MA X . o. c WH E N JO B RE Q U I R E D DE S I G N I ME E T I N G RA I L EN D S SU C H TH A T I PR E S S U R E IS OV E R + / - 3 5 PS F · g• MA X o c TH E R E AR E A TO T A L OF 5 WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E .I S ~ i - 3 5 PO S I T I O N E D AS SH O W N . SE E PS F OR LE S S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S "F R A M E AN C H O R RE Q U I R E M E N T S :> i ·. , a: , TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . 0 EX T E R I O R EL E V A T I O N ; SI D E - B Y - S I D E WIN D O W SC A L E : 3 / 4 " = 1' - 0 " (N A I L FI N MO U N T CO N D I T I O N ) AL L O W A B L E SI D E - B Y - S I D E WIN D O W SI Z E / P R E S S U R E TA B L E MA X I M U M MA X I M U M AL L O W A B L E OV E R A L L FR A M E PR E S S U R E FR A M E HE I G H T ( + / - PS F ) WID T H DI M E N S I O N DI M E N S I O N (I N . ) (I N . ) TR I P L E WIN D O W 10 9 63 35 10 9 72 30 DO U B L E WIN D O W 96 72 35 72 65 1 / 2 50 PR E S S U R E S & CO N D I T I O N S SH O W N IN TH I S DR A W I N G AR E GO V E R N E D BY IN S T A L L A T I O N RE Q U I R E M E N T S ON L Y . TH E GO V E R N I N G CO N D I T I O N S ON AN Y SP E C I F I C PR O D U C T SH A L L BE TH E LE S S E R OF TH O S E SP E C I F I E D IN TH E PR O D U C T S ST A T E AP P R O V A L OR TH A T SH O W N IN TH E S E DR A W I N G S . , _ _ _ 48 " MA X . FR A M E WID T H - 0 I EX T E R I O R EL E V A T I O N : SI N G L E WIN D O W WIT H TR A N S O M SC A L E : 3 / 4 " = 1 ' - 0 " (N A I L FI N MO U N T CO N D I T I O N ) AL L O W A B L E DE S I G N PR E S S U R E (T R A N S O M UN I T S ON L Y ) + - 3 5 PS F Iii CLUSTER FIN FASTENER z SCREWS AT MULLION ENDS '.:~o SUCH THAT THERE ARE A ~ 2• TOTAL OF 3 POSITIONED AS SHOWN. SEE "FRAME ~ ANCHOR REQUIREMENTS ~ TABLE" ON SHE[T 1 FOR w.w.s. °"-TE: 01/05/14 SCREW REQUIREMENTS. g (.NOTE THAT ROOFING NAILS ll""'-'r..L.."---'--'--11 ARE NOT APPLICABLE AT MULLION END CLUSTERS) -CLUSTER FIN FASTENERS AT MEETING RAIL ENDS SUCH THAT THERE ARE A 2" TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. FIN FASTENER WITHIN 2" OF CORNERS & 9" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. 4• MA X . 1 - - - - - - - FO R MA X . OV E R A L L FR A M E WID T H , SE E SI D E - B Y - S I D E WIN D O W _ _ _ _ _ _ SI Z E / P R E S S U R E TA B L E ON TH I S SH E E T j I ~ I ~ DU A L WIN D O W WID T H FR A M E SC R E W S WH E R E SH O W N AT HE A D & SI D E S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S . TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . (N O T E TH A T WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E IS OV E R +/ - 3 5 A FR A M E FI L L E R MU S T BE US E D AT EA C H FR A M E SC R E W , SE E SH E E T 5 FO R PA R T D E T A I L ) - - - - - - - - ~ -- - - - ~ - - 1 . - - - _ _ _ . . . . . . . . . , j ~ I j IN S T A L L A T I O N CL I P S WH E R E SH O W N AT SI L L . SE E "F R A M E AN C H O R R E Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . ~ 4" MA X . 1 4• ~ 4• 1 4' 1 4• 1 1 4' ~ 4• 1 4' ~ 4• ~ EX T E R I O R EL E V A T I O N : SI D E - B Y - S I D E WIN D O W SC A L E : 3/ 4 " = 1' - 0 " (F R A M E SC R E W AN D CL I P MO U N T CO N D I T I O N ) SI D E JA M B AN C H O R SP A C I N G TA B L E AL L O W A B L E SI D E - B Y - S I D E WIN D O W SI Z E / P R E S S U R E MA X I M U M OV E R A L L FR A M E WID T H DI M E N S I O N (I N . ) TA B L E MA X I M U M FR A M E HE I G H T DI M E N S I O N (I N . ) AL L O W A B L E PR E S S U R E ( + / - PS F ) TR I P L E WIN D O W 10 9 63 35 10 9 72 30 DO U B L E WIN D O W 96 72 35 72 65 1 2 50 MA X I M U M IN D I V I D U A L WIN D O W WID T H (I N . ) 48 36 MA X I M U M o. c . SP A C I N G (I N . ) 13 17 PR E S S U R E S & CO N D I T I O N S SH O W N IN TH I S DR A W I N G AR E GO V E R N E D BY IN S T A L L A T I O N RE Q U I R E M E N T S ON L Y . TH E GO V E R N I N G CO N D I T I O N S ON AN Y SP E C I F I C PR O D U C T SH A L L BE TH E LE S S E R Of TH O S E SP E C I F I E D IN TH E PR O D U C T S ST A T E AP P R O V A L OR TH A T SH O W N IN TH E S E DR A W I N G S . ~ - - - 1-- - - - 48 " MA X . FR A M E WID T H 7 FR A M E SC R E W S WH E R E SH O W N AT SI D E S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T ~ 1 FO R R E Q U I R E M E N T S . - - - - - - - , f H - ~ ~ j ~ EX T E R I O R EL E V A T I O N : SIN G L E WIN D O W WIT H TR A N S O M SC A L E : 3/ 4 " = l' - o • (F R A M E SC R E W MO U N T CO N D I T I O N ) AL L O W A B L E DE S I G N · PR E S S U R E (T R A N S O M UN I T S ON L Y ) + -3 5 PS F z 0!-0) ~w._o 3:: ii2WNO 0 ot;g~ C "-I z o::~~N ~ 8~~'? i aN:; ~It'"' ::. 11. T z 0 ~oo z Cl z ~ ::, I ::, !'.I i Cl Clo, z 1ii z~ ii':"' .. g w -~.?h~ .. > ~< lk~ !!l CL ~~j iE "' • Bl'l r w 1~ .~ii ti) 5 ~g!il iiiliil ~.,l ~ .5 ~; =>3::o ~3:~ ..; .: SHEET NO. 3 OF 5 FI N FA S T E N E R PE R EL E V A T I O N SE A L A N T BY OT H E R S BE H I N D NA I L . FI N SE A L A N T BY · · · · OT H E R S SE C T I O N -- SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " SE C T I O N SC A L E : 3 / 4 FU L L 4 SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " 1/ 4 " MA X . SH I M AT EA C H AN C H O R ] j : (! ) GJ :, : FR A M E SC R E W PE R EL E V A T I O N 4 FR A M E FI L L E R AL T E R N A T E SE C T I O N ® SC A L E : 1 / 2 FU L L 4 SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 1/4" MAX. SHIM AT EACH ANCHOR -,_ :,: g w :,: w :::e ~ SC A L E : 3/ 4 FU L L 4 (N A I L FI N MO U N T ) (F R A M E SC R E W MO U N T CO N D I T I O N ) (F R A M E SC R E W MO U N T CO N D I T I O N WITH FLANGE) SE A L SP A C E WIT H LO W EX P A N S I O N FO A M AR O U N D PE R I M E T E R OF WIN D O W FR A M E SE A L A N T BY OT H E R S 1/ 4 " M A X , ] SP A C E ~ ~ - SH I M AS RE Q ' D TO I EX T E R I O R I ►- :I : (! ) GJ I w i L 1 / 4 " MA X . MA X . 3 / 1 6 " SH I M SP A C E ~ M. ~ , , · , - . '· - _ : : : ' . _ : , _ ~ __ , .. . ': ~ : iY : t i : & AL I G N . SU B S T R A T E BY SU B S T R A T E BY OT H E R S TH I C K X 3" LO N G SH I M AT EA C H CL I P IN S T A L L A T I O N CU P SC R E W PE R "F R A M E AN C H O R R E Q U I R E M E N T S TA B L E " (2 PE R CU P ) . FI N FA S T E N E R PE R EL E V A T I O N SE C T I O N _ @ SC A L E : 3 / 4 FU L L - \£ J (N A I L FI N MO U N T ) 9T H E R S PE R PE R "F R A M E AN C H O R FR A M E AN C H O R RE Q U I R E M E N T S TA B L E " RE Q U I R E M E N T S TA B L E " SE C T I O N SC A L E : 3 / 4 FU L L 4 (I N S T A L L A T I O N CL I P MO U N T CO N D I T I O N ) g > ~ ffi (/) t l / 4 " MA X - - - - - · - - - · FR A M E WID T H - - SP A C E 1 / 4 " MA X . SH I M AT fA C H AN C H O R FR A M E HE I G H T · - - - - 1 / 4 " MA X . SH I M -1 - --- - - f" R A M E HEIGIIT -- AT EA C H AN C H O R SU B S T R A T E BY OT H E R S PE R - - SE A L SP A C E WIT H "F R A M E AN C H O LO W EX P A N S I O N RE Q U I R E M E N T S OA M AR O U N D TA B L E " ER I M E T E R OF FI N FA S T E N E R PE R EL E V A T I O N ·. : SE A l A N T B Y - - · OT H E R S BE H I N D NA I L FI N IN D O W FR A M E SE C T I O N SC A L E : 3 / 4 FU L L 5 (N A I L FI N MO U N T ) SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R ; RE Q U I R E M E N T S . TA B L E " FR A M E SC R E W PE R EL E V A T I O N CO N T I N U O U S WO O D ME M B E R LE S S IN TH I C K N E S S TH A N A 2X _ BU C K TO BE MI N . 3 1/ 2 " DE E P (N O T RE Q U I R E D WH E N SH I M SP A C E IS WIT H I N AL L O W A B L E DI M E N S I O N S SH O W N IN SE C T I O N S ) . L SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R ·. : ., : • • . _. ; : E Q U I R E M E N T S TA B L E " ; " c - f - : - : - - r - ~ - ' - ' 1 - ~ ~ . ; _ ; _ t : r - - " - ' - - ' : : c ~ 0 . 6 0 4 - j . - 0. 8 6 0 _ L _ FR A M E SC R E W PE R EL E V A T I O N &: "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " OP T I O N A L DIR E C T MO U N T DE T A I L TO SU B S T R A T E WIT H SP A C E R (H E A D SE C T I O N SH O W N ; SI D E S AR E IN S T A L L E D TH E SA M E ) (D I R E C T MO U N T CO N D I T I O N IS NO T AP P L I C A B L E AT SI L L ) (F O R DE T A I L NO T SH O W N , SE E OT H E R SE C T I O N S ) SE C T I O N -- S E A L SP A C E WIT H LO W EX P A N S I O N OA M AR O U N D !M E T E R OF ME IL L E R SC A L E : 3 / 4 FU L L 5 • SE A L SPACE WITH SU B S T R A T E BY • LO W EXPANSION OT H E R S PE R FO A M AROUND "F R A M E AN C H O R ; , PE R I M E T E R OF RE Q U I R E M E N T S ' . WINDOW FRAME TA B L E " (F R A M E SC R E W MO U N T CO N D I T I O N ) AL T E R N A T E SE C T I O N © SC A L E : 1 / 2 FU L L 5 (F R A M E SC R E W MO U N T CO N D I T I O N WITH FLANGE) l" " ~ r 2. 4 8 5 L~ J_ 0 . 0 5 9 J (D FR A M E fl A N G E (R I G I D PV C ) 0. 3 7 5 ~I~ 3. 0 0 0 ~+ I ~ ~ 0 . 0 6 0 o . 2 e 3 J T . G) IN S T A l , L A T I O N cu e (R I G I D PV C ) -- j 1. 0 2 0 f- 1 , ~ : = ; ; i o . 2 2 J LE N G T H = 3. o o o · 0 FR A M E FJ L l . E R (R I G I D PV C ) (N O T E TH A T WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E IS OV E R + / - 3 5 A FR A M E FI L L E R MU S T BE US E D AT EA C H FR A M E SC R E W ) Iii Ii