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920 Camelia St RES21-0186 11 Windows,1 DoorOWNER:ADDRESS:CITY:STATE:ZIP: STIDHAM KIMBERLY 920 CAMELIA ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: LOWES HOME CENTERS INC 4948 TELSON PL ORLANDO FL 32812 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170971 1100 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 920 CAMELIA ST RESIDENTIAL WINDOWS/DOORS ONE DOOR AND 11 WINDOWS $12557.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $115.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $177.09 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: 6/15/2021 PERMIT NUMBER RES21-0186 ISSUED: 6/15/2021 EXPIRES: 12/12/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/15/2021 PERMIT NUMBER RES21-0186 ISSUED: 6/15/2021 EXPIRES: 12/12/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $177.09 RES21-0186 Address: 920 CAMELIA ST APN: 170971 1100 $177.09 BUILDING $115.00 BUILDING PERMIT 455-0000-322-1000 0 $115.00 BUILDING PLAN REVIEW $57.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50 STATE SURCHARGES $4.59 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R16082 $177.09 Printed: Tuesday, June 15, 2021 10:26 AM Date Paid: Tuesday, June 15, 2021 Paid By: LOWES HOME CENTERS INC Pay Method: CREDIT CARD 468372502 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16082 ~+; CENTRALSQUARE 13541.3; 33429.1; 33432.1 Replacing 1 Door & 11 Windows size for size $12,557.00 18-34 38-2S-29E .11 ATLANTIC BEACH SEC H LOT 4 BLK 164 170971-1100 920 CAMELIA ST FLAtlantic Beach 920 CAMELIA ST (904) 588-4034 KIMBERLY STIDHAM Lowes Home Centers LLC Pete Cafaro PO Box 781993 Orlando FL 32878(904) 570-0989 (904) 570-0989 CGC1508417 vwood063088@gmail.com N/A N/A XWC1647266 (FL)4/01/2022 3 June 2021 Pete Cafaro RES21-0186 Building Permit Application City of Atlantic Beach Building Department 800 Seminol e Road, Atlantic Beach, FL 32233 Phone: (904) 247 -5826 Email: Building-Dept@coab.us ln o Addrc,s: ________________________ Perm it Number: __ _ '"*ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUI RED . Ler:,1 1 Desrnption _________________________ _ RE# __________ _ Va luat i on of Work (Rep lacement Co st)$ ________ Heated/Cooled SF _____ Non-Heated/Cooled _____ _ • Cl .:is~ of Work : I_ New □Addi t ion □Alter a t ion □Rep air □Move C Demo □Pool ~indow/Door • u~c of exist ing/proposed structure(s): Q Commercial ~Residential • If an exIsti ng st ructure, is a f ire sprinkler sys tem ins t alled?: □Y es ~o • Wil l treelsl be removed in association w i th orooosed oro1ect ? □Yes /m ust su b m i t seoarate Tree Remova l Perrn1tl ~o Desc r i be in detail the type o f wor k t o be performed : Flo nd.i Product Approval# _____________________ for multiple prodL1c t s u se product approval form Property Owner Information N,ime ____________________ Address _____________________ _ f 1ly _______________ State ___ Zip _______ Phon e _____________ _ L 1\11,1il --------------------------------------------- OwnL•r 0 1 Agent (I f Agent, Power of A ttorney or Agency Letter Required) _______________ _ Contras;tor Information N.1 m c of Corn pany _________________ Qualifying Agent _________________ _ •\ddn°\.., City ________ State ____ Zip ______ _ Off ,cr· Phone Job Site Contact Number ________________ _ '>t:,tt· 11 rtd1ca t1 o n/Registrati on It E-Mail _______________________ _ /\r ch 1lPct Name & Phone It [ I II ;Inc£'r ~ Name & Phone II \Vu ·k<.··~ Compensat ion I nsurer ________________ OR Exemp t :.J Expiration Date _____ _ ,\pplic.111011 1s hereby made t o obtain a permit to do the work and insta l la t ions as indicated. I certify that no work or In st al IJt1on ha s < (11nm1°nted prior to the issuan ce of a permit and that all work will be performed to meet the s tandafds of all t he laws regu la1Ing r u n~truct 10·1 In this Jurisdict ion. I u nderstand that a sep ara t e permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN~. WELLS , POOLS, FURNACES, BOILERS , HEATERS, TANKS, and AIR CONDITIONERS, etc . NOT ICE: In addit ion to the requirements of t his penrn t , ther e may be additi onal rest rict ions ap plicable t o t h is property that may be found in the public records o f th is county. and there may be addi tional permits required from other governmental entities such as water m anage ment districts, st at e agencies, or fi'deral agencies. OWNER 'S AFFIDAVIT: I certify that all th e foregoing i nformation is accurate and th at all work w ill be done in compliance with all ,1µp l1[,1blf' law~ regula ting construc t ion and zoning. WARNING TO OWNER : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING~TICE OF COMMENCEMENT. 4 {Sign;i ture of Owner or Agent) (Signa tu~ontractor ) ~! and sworn to (or affirmed) before me th i s ____:!_ day of Si gned and sworn to (or affirmed) before me t his _ day of ~_,_LO_'tL,by _ _$i,_...,~-~---'--' by ~------ ~'.~ 1~nalure o f ~9'.--(S1gna1ure of Notilry ) !~~'.) _,_,35 I l Pc, ,tma ll y Known OR i~ _,.: Eipin: lhy 4, 2023 l ~ciucf'd l ch>nt ,t ,c;it ion~ 1 ~ T< Alflll lotl'l fyp,· nt Idenuf;cat1on . ~(..~ ,S Si~.iL-Z 89,D l ~ Personally Known OR [ ) Produced ldent1fi cat1on Type of lden11ficat1on : ___ li111i~~g111i;;rlfJ~"'-Y~N~~,._,. Product Approval Method Method 1 Option D Date Submitted 09/15/2020 Date Validated 09/15/2020 Date Pending FBC Approval 09/20/2020 Date Approved 12/16/2020 Summary of Products FL #Model, Number or Name Description 33429.1 SH-410 Vinyl Single Hung SH-410 Vinyl Single Hung, Non-Impact, 53 1/8" x 76" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: SH-410 Equal Split or Oriel, Max. size 53 1/8" x 76", Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM E1300. Installation Instructions FL33429_R0_II_PEL-935.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL33429_R0_AE_EvalReport935.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt... 2 of 2 6/7/2021, 10:44 AM DD Cred it Card Safe securit)'J\HTRICS 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:20SHEET 1 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com GE N E R A L N O T E S : 1. T H E P R O D U C T S H O W N H E R E I N I S D E S I G N E D A N D M A N U F A C T U R E D T O C O M P L Y W I T H T H E F L O R I D A B U I L D I N G C O D E ( F B C ) , C U R R E N T E D I T I O N . 2. G L A Z I N G O P T I O N S : ( S E E S H E E T 3 ) 3. C O N F I G U R A T I O N S : " O / X " . 4. D E S I G N P R E S S U R E R A T I N G ( S E E S H E E T 2 ) : - N E G A T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E A N D G L A S S T A B L E S A S T M E-1300-04e01/09. - P O S I T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E , W A T E R I N F I L T R A T I O N T E S T P R E S S U R E A N D G L A S S T A B L E S A S T M E-1300-04e01/09. 5. A N C H O R A G E : T H E 3 3 1 / 3 % S T R E S S I N C R E A S E H A S N O T B E E N U S E D I N T H E D E S I G N O F T H I S P R O D U C T . S E E S H E E T 7 F O R A N C H O R D E T A I L S . W I N D L O A D D U R A T I O N F A C T O R C d = 1 . 6 W A S U S E D F O R W O O D A N C H O R C A L C U L A T I O N S . 6. N O T A P P R O V E D F O R I M P A C T R E S I S T A N C E . I M P A C T P R O T E C T I V E S Y S T E M I S R E Q U I R E D I N W I N D B O R N E D E B R I S R E G I O N . 7. A L L F R A M E S A N D V E N T S F U L L Y W E L D E D . S M A L L J O I N T S E A M S E A L A N T U S E D A T F I X E D M E E T I N G R A I L A N D J A M B . 8. S E R I E S / M O D E L D E S I G N A T I O N S H - 4 1 0 . 9. T H E D E S I G N A T I O N X A N D O S T A N D F O R T H E F O L L O W I N G : X = O P E R A B L E S A S H , O = F I X E D S A S H 10 . S E C T I O N C A L L O U T S A P P L Y T O A L L E L E V A T I O N S I N A S I M I L A R L O C A T I O N . 11 . E X T E R N AL WEEP SLOT = 1/4 x 1-1/2" LOCATED 5" FROM B O T H E N D S . T A B L E O F C O N T E N T S GE N E R A L N O T E S & E L E V A T I O N S . . . . . 1 DP C H A R T S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 GL A Z I N G D E T A I L S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SE C T I O N V I E W S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 EX T R U S I O N S & B . O . M . . . . . . . . . . . . . . . . . . . . . . . . . 5 AN C H O R S C H E D U L E & N O T E S . . . . . . . . . . 6 IN S T A L L A T I O N D E T A I L . . . . . . . . . . . . . . . . . . . . . . . 7 O X EQ U A L S P L I T 53 1 / 8 " MA X U N I T W I D T H 54 3 / 8 " FL A N G E W I D T H 49 1 / 1 6 " GL A S S D L O 76 " MA X UN I T HE I G H T 77 1 / 4 " FL A N G E HE I G H T 37 1 / 4 " MA X SA S H HE I G H T 49 1 5 / 1 6 " MA X S A S H W I D T H 34 5 / 1 6 " GL A S S D L O 47 " GL A S S D L O 34 5 / 1 6 " GL A S S D L O A 7 B 7 GENERAL NOTES AND ELEVATIONS CO N F I G . MA X . U N I T SI Z E EX T E R N A L RE I N F O R C E M E N T DE S I G N P R E S S U R E R A T I N G I M P A C T R A T I N G EQ U A L 3 7 " x 7 6 " N O N E EQ U A L 5 H I O R I E L SE E C O M P A R A T I V E AN A L Y S I S C H A R T , S H E E T 2 NONE 53 - 1 / 8 " x 7 6 " * 2 0 1 1 C 7 A ABB D 7 C CSI N G L E H U N G - N O N - I M P A C T (S H O W N w / D I F F E R E N T O P T I O N S ) * O N L Y R E Q U I R E D W I T H H - 6 1 3 7 F I X E D M E E T I N G R A I L & S C R E W - O N I N T E R L O C K , S - 2 0 0 1 - S E E S H E E T 4 F O R D E T A I L S . DD O X OR I E L 54 3 / 8 " FL A N G E W I D T H 53 1 / 8 " MA X U N I T W I D T H 49 1 / 1 6 " GL A S S D L O 76 " MA X UN I T HE I G H T 77 1 / 4 " FL A N G E HE I G H T 42 3 / 1 6 " GL A S S D L O 27 3 / 1 6 " GL A S S D L O 30 1 / 8 " MA X SA S H HE I G H T 49 1 5 / 1 6 " MA X S A S H W I D T H 47 " GL A S S D L O 9/9/2020Lucas Turner 2020.09.11 15:05:09 -05'00' r r 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:1SHEET 2 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com NO T E : IF S I Z E I N T E N D E D I S N O T S H O W N , U S E N E X T L A R G E R S I Z E . Un i t He i g h t s ( i n . ) 2 3 1 / 2 2 7 1 / 2 2 9 1 / 2 3 1 1 / 2 3 5 1 / 2 3 9 1 / 2 4 1 1 / 2 4 3 1 / 2 4 7 1 / 2 5 1 1 / 2 5 3 1 / 8 35 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 39 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 41 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 3 . 1 43 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 3 . 4 + 5 0 . 0 / - 7 0 . 6 47 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 6 8 . 9 + 5 0 . 0 / - 6 6 . 2 51 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 2 . 7 + 5 0 . 0 / - 6 5 . 2 + 5 0 . 0 / - 6 2 . 6 53 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 1 . 0 + 5 0 . 0 / - 6 3 . 6 + 5 0 . 0 / - 6 1 . 0 55 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 6 9 . 5 + 5 0 . 0 / - 6 2 . 1 + 5 0 . 0 / - 5 9 . 5 59 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 6 6 . 8 + 5 0 . 0 / - 5 9 . 5 + 5 0 . 0 / - 5 7 . 0 63 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 2 . 9 + 5 0 . 0 / - 7 2 . 0 + 5 0 . 0 / - 7 1 . 6 + 5 0 . 0 / - 7 1 . 6 + 5 0. 0 / - 7 1 . 6 + 5 0 . 0 / - 7 1 . 6 + 5 0 . 0 / - 7 1 . 6 + 5 0 . 0 / - 6 4 . 6 + 5 0 . 0 / - 5 7 . 3 + 5 0 . 0 / - 5 4 . 8 65 1 / 2 + 5 0 . 0 / - 7 3 . 2 + 5 0 . 0 / - 6 9 . 1 + 5 0 . 0 / - 6 8 . 0 + 5 0 . 0 / - 6 7 . 4 + 5 0 . 0 / - 6 7 . 3 + 5 0. 0 / - 6 7 . 3 + 5 0 . 0 / - 6 7 . 3 + 5 0 . 0 / - 6 7 . 3 + 5 0 . 0 / - 6 3 . 6 + 5 0 . 0 / - 5 6 . 4 + 5 0 . 0 / - 5 3 . 9 67 1 / 2 + 5 0 . 0 / - 6 9 . 8 + 5 0 . 0 / - 6 5 . 6 + 5 0 . 0 / - 6 4 . 4 + 5 0 . 0 / - 6 3 . 7 + 5 0 . 0 / - 6 3 . 4 + 5 0. 0 / - 6 3 . 4 + 5 0 . 0 / - 6 3 . 4 + 5 0 . 0 / - 6 3 . 4 + 5 0 . 0 / - 6 2 . 7 + 5 0 . 0 / - 5 5 . 5 + 5 0 . 0 / - 5 3 . 0 71 1 / 2 + 5 0 . 0 / - 6 4 . 0 + 5 0 . 0 / - 5 9 . 7 + 5 0 . 0 / - 5 8 . 3 + 5 0 . 0 / - 5 7 . 3 + 5 0 . 0 / - 5 6 . 5 + 5 0. 0 / - 5 6 . 5 + 5 0 . 0 / - 5 6 . 5 + 5 0 . 0 / - 5 6 . 5 + 5 0 . 0 / - 5 6 . 5 + 5 0 . 0 / - 5 3 . 9 + 5 0 . 0 / - 5 1 . 5 74 3 / 4 + 5 0 . 0 / - 5 9 . 9 + 5 0 . 0 / - 5 5 . 6 + 5 0 . 0 / - 5 4 . 1 + 5 0 . 0 / - 5 3 . 0 + 5 0 . 0 / - 5 1 . 8 + 5 0. 0 / - 5 1 . 7 + 5 0 . 0 / - 5 1 . 7 + 5 0 . 0 / - 5 1 . 7 + 5 0 . 0 / - 5 1 . 7 + 5 0 . 0 / - 5 1 . 7 + 5 0 . 0 / - 5 0 . 4 76 + 5 0 . 0 / - 5 8 . 5 + 5 0 . 0 / - 5 4 . 1 + 5 0 . 0 / - 5 2 . 6 + 5 0 . 0 / - 5 1 . 5 + 5 0 . 0 / - 5 0 . 2 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 Un i t W i d t h s ( i n . ) De s i g n P r e s s u r e s ( P S F ) f o r E q u a l S p l i t C o n f i g u r a t i o n w i t h G l a s s T y p e s A , B , C , o r D DESIGN PRESSURE CHARTS Un i t He i g h t s ( i n . ) 2 3 1 / 2 2 7 1 / 2 2 9 1 / 2 3 1 1 / 2 3 5 1 / 2 3 9 1 / 2 4 1 1 / 2 4 3 1 / 2 4 7 1 / 2 5 1 1 / 2 5 3 1 / 8 35 1 / 2 + 5 0 . 0 / - 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7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 4 . 8 + 5 0 . 0 / - 6 7 . 2 + 5 0 . 0 / - 6 4 . 6 51 1 / 2 + 5 0 . 0 / - 6 9 . 0 + 5 0 . 0 / - 6 8 . 4 + 5 0 . 0 / - 6 8 . 4 + 5 0 . 0 / - 6 8 . 4 + 5 0 . 0 / - 6 8 . 1 + 5 0. 0 / - 6 7 . 4 + 5 0 . 0 / - 6 7 . 4 + 5 0 . 0 / - 6 7 . 4 + 5 0 . 0 / - 6 7 . 4 + 5 0 . 0 / - 6 3 . 6 + 5 0 . 0 / - 6 1 . 1 53 1 / 2 + 5 0 . 0 / - 6 4 . 4 + 5 0 . 0 / - 6 3 . 4 + 5 0 . 0 / - 6 3 . 4 + 5 0 . 0 / - 6 3 . 4 + 5 0 . 0 / - 6 2 . 4 + 5 0. 0 / - 6 1 . 2 + 5 0 . 0 / - 6 1 . 1 + 5 0 . 0 / - 6 1 . 1 + 5 0 . 0 / - 6 1 . 1 + 5 0 . 0 / - 6 1 . 1 + 5 0 . 0 / - 5 9 . 5 55 1 / 2 + 5 0 . 0 / - 6 0 . 3 + 5 0 . 0 / - 5 8 . 9 + 5 0 . 0 / - 5 8 . 9 + 5 0 . 0 / - 5 8 . 9 + 5 0 . 0 / - 5 7 . 6 + 5 0. 0 / - 5 6 . 1 + 5 0 . 0 / - 5 5 . 7 + 5 0 . 0 / - 5 5 . 6 + 5 0 . 0 / - 5 5 . 6 + 5 0 . 0 / - 5 5 . 6 + 5 0 . 0 / - 5 5 . 6 59 1 / 2 + 5 0 . 0 / - 5 3 . 6 + 5 0 . 0 / - 5 1 . 6 + 5 0 . 0 / - 5 1 . 3 + 5 0 . 0 / - 5 1 . 3 + 5 0 . 0 / - 5 1 . 3 + 5 0. 0 / - 5 1 . 0 + 5 0 . 0 / - 5 0 . 5 + 5 0 . 0 / - 5 0 . 1 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 63 1 / 2 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 65 1 / 2 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 67 1 / 2 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 71 1 / 2 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 74 3 / 4 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 76 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 De s i g n P r e s s u r e s ( P S F ) f o r O r i e l C o n f i g u r a t i o n w i t h G l a s s T y p e s A , B , C , o r D i n t h e S a s h , a n d G l a s s T y p e s C o r D i n t h e F i x e d Un i t W i d t h s ( i n . ) 9/9/2020,'f#lt ,,,1 11 1 11,,,,, ,,, r,.SA. TU 14l 111 ~' \,,§, ... --~-........ ~~ ✓ ...... ~ x ,~u, • ., ..... _ ~ ~*I . \•~ ::,,, N o . 58201 \a::: §.ia i :Z:•Z. l w§ -0 1 . 1 111 ... ~~ STAT!Of ~~ ~~~ld>"'~~.f .,,~~,r1011i,S:.~,,,,~ ,,,,,, m ,,,,, 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:1SHEET 3 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E A GL A S S T Y P E B GL A S S T Y P E C GLASS TYPE D 7/ 8 " O V E R A L L 1/ 8 " A N N E A L E D 5/ 8 " A I R S P A C E 1/ 8 " A N N E A L E D 7/ 8 " O V E R A L L 1/ 8 " T E M P E R E D 5/ 8 " A I R S P A C E 1/ 8 " T E M P E R E D 7/ 8 " O V E R A L L 3/ 1 6 " A N N E A L E D 1/ 2 " A I R S P A C E 3/ 1 6 " A N N E A L E D 7/8" O V E R A L L 3/16" T E M P E R E D 1/2" A I R S P A C E 3/16" T E M P E R E D 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " 46 SIKAFLEX 552 OR PURFECT GLAZE "H"GLAZING DETAILS QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QUANEX DURASEAL or,CARDINAL XL EDGE or,KODISPACE 4SG TPS I.G. SPACER 19 * 19 * 19 * 19 * * SETTING BLOCKS PER FBC 2411.3.3.1 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 5/8" G L A S S B I T E 9/9/2020 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 4 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com SE C T I O N B - B NO T E : L E F T S I D E S H O W S F I X E D S E C T I O N V I E W , RI G H T S I D E S H O W S S A S H S E C T I O N V I E W . NO T E : I T E M S N O T S H O W N F O R C L A R I T Y : 3 8 - 4 1 SECTION VIEWS SE C T I O N A - A 37 28 12 11 316 22 5 32 31 35 27 26 17 724 17 32 8 17 * 30 *25 * 6 23 18 20 9449 8 44 4 21 32 13 10 37 8 33449 14 34 35 IN T E R I O R IN T E R I O R SE C T I O N C - C AL T E R N A T E M T G R A I L AN D S L O P E S I L L NOTES:- FIN FRAME AVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES.- 880 BALANCERS AND DEEP POCKET UNI-FRAME (H-6193) REQUIRED FOR LARGER SASHES.* EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37" WITH THE H-6137 FIXED MEETING RAIL AND SCREW-ON INTERLOCK, S-2001. 47 46 32 43 45 32 SECTION D-D AL T 5 6 2 P O C K E T U N I - F R A M E 44 48 49 32 3232 1 2 9/9/2020 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 5 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.comFRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES)1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 PV C F R A M E H E A D & J A M B H- 6 1 2 5 PV C F R A M E S I L L H- 6 1 2 6 PV C S A S H F M R H- 6 1 3 7 INTERLOCK S-2001 PV C S C R E E N A D A P T O R S- 6 1 4 3 PV C S A S H S T O P S- 6 1 3 8 PV C G L A Z I N G B E A D S- 6 1 4 1 REINF. EXTERNAL S-2011 1/ 1 6 " 1/ 1 6 " 3 9 / 1 6 " 3 7 / 1 6 " 3 1 / 2 " 3 7 / 8 " 1 7 / 1 6 " 1 7 / 8 " 5/ 8 " 3/ 4 " 1/16" 5/ 1 6 " 15 / 1 6 " 5/ 1 6 " 3/4" 13 / 1 6 " .050"7/8"3/8"1/8" RE I N F . F M R S- 2 0 0 8 1 5 / 1 6 " 9/ 1 6 " 1/ 1 6 " 4 6 7102021 22 23 24 BOM AND EXTRUSIONS 1 2 3 8 .0 5 0 " 9 .0 7 4 " 5 1/16"25 1 3 / 8 " NO T E : A L L A L U M I N U M E X T R U S I O N S A R E 6 0 6 3 - T 6 U N L E S S O T H E R W I S E N O T E D . 2 1 / 1 6 " 2 3 / 8 " PV C H D F M R H-6157 PV C F R A M E H- 6 1 9 3 PV C S C R E E N R E T A I N E R S- 6 2 1 7 44 46 47 43 45 3 7 / 1 6 " 3 9 / 1 6 " 1" 2 1 / 1 6 " 1/ 1 6 " 1 11/16" 2 1 / 8 " 1/16" 5/ 8 " 7/ 1 6 " 1/ 1 6 " IT E M P A R T D E S C R I P T I O N MA T E R I A L 1H - 6 1 2 5 H E A D , O U T E R F R A M E PVC 2H - 6 1 2 5 J A M B S , O U T E R F R A M E PVC 3 H - 6 1 2 6 S I L L , O U T E R F R A M E P V C 4H - 6 1 3 2 S A S H S I D E R A I L PVC 5H - 6 1 3 6 S A S H B O T T O M R A I L PVC 6 H - 6 1 3 7 F I X E D M E E T I N G R A I L . P V C 7H - 6 1 3 8 S A S H T O P R A I L PVC 8 S - 6 1 4 1 G L A Z I N G B E A D P V C 9 S - 6 1 4 2 S A S H S T O P PV C 10 S - 6 1 4 3 S C R E E N A D A P T O R PV C 11 P - 5 0 8 5 W S T P , Q L O N B U L B V I N Y L 12 P - 5 0 8 6 W S T P , Q L O N B U L B V I N Y L 1 3 B A L A N C E R S - C O N S T A N T F O R C E R T 8 8 0 14 P - 5 3 9 2 S A S H T I L T L A T C H NY L O N 15 P - 5 3 9 3 P I V O T C A R R I E R NY L O N 16 P - 5 3 9 6 P I V O T B A R SS 17 P - 3 5 1 5 # 8 x 5 / 8 P H I L F L A T W H I T E S M S ST E E L 1 8 P - 4 1 4 6 # 8 X 3 / 4 P H I L F L A T t e k ST E E L 19 P - 5 6 1 5 S E T T I N G B L O C K RU B B E R 20 S - 2 0 0 1 I N T E R L O C K R A I L AL U M 21 S - 2 0 0 6 R E I N F , S A S H S I D E R A I L , H D AL U M 22 S - 2 0 0 7 R E I N F , B O T T O M R A I L AL U M 23 S - 2 0 0 8 R E I N F , F M R AL U M 24 S - 2 0 0 9 R E I N F , T O P R A I L AL U M 25 S - 2 0 1 1 R E I N F , E X T E R N A L AL U M 26 P - 5 3 8 8 L O C K S NY L O N 27 P - 5 3 8 9 K E E P E R S NY L O N 28 P - 4 7 7 9 W E E P C O V E R NY L O N 29 P - 5 3 9 7 F M R E N D C A P NY L O N 30 P - 5 4 0 0 C O V E R , F M R R E I N F . PV C 3 1 S I K A F L E X 5 5 2 O R P U R F E C T G L A Z E ' H ' S I L I C O N E 32 P - 3 3 0 5 W S T P . , . 2 7 0 X 1 8 7 , S O F T T O U C H F I N 34 P - 5 5 8 8 H O L E P L U G NY L O N 35 G L A S S S E E S H E E T 2 36 P - 4 6 3 8 # 8 X 2 - 1 / 2 P H I L T R U S S t e k ST E E L 37 P - 3 2 1 8 S C R E E N F R A M E AL U M 38 P - 4 7 5 4 S C R E E N C O R N E R K E Y NY L O N 39 P - 3 2 2 8 S C R E E N S P L I N E 40 P - 3 0 2 9 S C R E E N L I F T S 41 P - 3 0 3 3 S C R E E N S P R I N G S 43 H - 6 1 5 7 H D F I X E D M E E T I N G R A I L PV C 44 H - 6 1 9 3 U N I - F R A M E , 8 8 0 B A L A N C E R S PV C 45 H - 2 1 1 5 R E I N F , H D F M R AL U M 4 6 S - 6 2 3 9 U N I - F R A M E S I L L P O C K E T I N S E R T PV C 4 7 S - 6 2 1 7 U N I - F R A M E S C R E E N R E T A I N E R PV C 48 P - 3 7 8 3 L O C K S , I M P A C T ST E E L 49 P - 3 7 8 4 K E E P E R S , I M P A C T ST E E L 1 3/16" 9/ 1 6 " 1/16" 1 1 / 2 " 1 7 / 1 6 " 1/ 1 6 " 2 1 / 8 " 1 7 / 1 6 " 1/ 1 6 " 1 11/16"1 7/16"1/16" 1 3 / 1 6 " 9/ 1 6 " 1/ 1 6 " 1 3/16" 9/ 1 6 " 1/16" 1 1 3 / 1 6 " 1 3 / 1 6 " 1/ 1 6 " REINF. SSR HD S-2006 PV C S I D E R A I L H- 6 1 3 2 PV C S A S H B T M R A I L H- 6 1 3 6 PVC SASH TOP RAIL H-6138 RE I N F . B T M R A I L S- 2 0 0 7 RE I N F . T O P R A I L S-2009 PV C S I L L P O C K E T I N S E R T S- 6 2 3 9 REINF. HD FMR H-2115 6005A-T51 5/16"1 3/16"1/16"9/9/2020 I • I 1 ,?#.t l t_~ □ l- 0 - n -- ~ II , - IL i 10 P ' - n - ,, : :J - ~ - -= - - - 1 M ~ ~ i ' - ' i f u u - = - > -----r--- - t • llJ .... -L... .. ~ -V -------·- 7£ . tJ :_ -\ d - - - 0 t 0 f - - - l ... r-- r t -- - 0 - - rE = :J f-0 f y~ H) J: P ' L ~ J - L L 1 ,,,1 11 1 11,,,,, h ' ,,, r,.SA. TU 14l 111 ~' \,,§, ... --~-........ ~~ ✓ ...... ~ x ,~u, • ., ..... _ ~ ~*I . \•~ :-r,I N o . 58201 \a:: i f ~ [ _ ~ =,a t :Z:::*Z l u,= 1f. ·- ~f- - - 0 -• I. -:!=° ~% STAT!Of J f § ~~~Id>"'.,~~ .,,~~,r1011i,S:.~,,~ •H I 'I ~ ,,,,,, m ,,,,, . I rt = ~ r 1 ~ rl L••~ l - ; f ~ ~ - ! \ I - - 1- - L ~ --' fl - ~ g ~ - - - ~ -I,_ ~ ~ ~ 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:20SHEET 6 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com IN S T A L L A T I O N AN C H O R S ( T Y P . ) AN C H O R L A Y O U T - ( F L A N G E ) [N O S I L L A N C H O R S R E Q U I R E D ] AN C H O R L A Y O U T - ( F I N ) SEE NOTE 2 SE E N O T E 2 O X O X 4" M A X . ( T Y P . ) 8" M A X . O . C . ( T Y P . ) 4" M A X . ( T Y P . ) 8"MA X . O . C . (T Y P . ) 6" M A X . ( T Y P . ) 6" M A X . ( T Y P . ) 3" ( T Y P . ) 3" ( T Y P . ) MI D P O I N T @ W I D T H S O V E R 3 7 " 14 1 / 2 " MA X . O . C . (T Y P . ) ANCHOR SCHEDULE AND NOTES NO T E S : 1. I N S T A L L O N E A N C H O R A T E A C H I N S T A L L A T I O N L O C A T I O N . S I L L A N C H O R S P A C I N G S A M E A S H E A D . 2. S H I M A S R E Q A T E A C H I N S T A L L A T I O N A N C H O R U S I N G L O A D B E A R I N G S H I M S . M A X . A L L O W A B L E S H I M S T A C K T O B E 1 / 4 " . U S E S H I M S W H E R E S P AC E G R E A T E R T H A N 1 / 1 6 " I S P R E S E N T . L O A D B E A R I N G S H I M S S H A L L B E C O N S T R U C T E D O F H I G H D E N S I T Y P L A S T I C O R B E T T E R . W O O D S H I M S A R E N O T A L L O W E D . 3. A N C H O R T Y P E , S I Z E , S P A C I N G A N D E M B E D M E N T S H A L L B E A S S P E C I F I E D I N T H E S E D R A W I N G S , S E E T A B L E 1 , S H E E T 7 . 4. A L L I N S T A L L A T I O N A N C H O R S M U S T B E M A D E O F O R P R O T E C T E D W I T H A C O R R O S I O N R E S I S T A N T M A T E R I A L O R C O A T I N G . D I S S I M I L A R M E T A L S O R MA T E R I A L S I N C O N T A C T W I T H P R E S S U R E T R E A T E D W O O D M U S T B E P R O T E C T E D T O P R E V E N T R E A C T I O N . 5. I N S T A L L A T I O N A N C H O R S S H A L L B E I N A C C O R D A N C E W I T H A N C H O R M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S , A N D A N C H O R S S H A L L N O T B E U SE D I N S U B S T R A T E S W I T H S T R E N G T H S L E S S T H A N T H E M I N I M U M S P E C I F I E D I N T A B L E 1 , S H E E T 7 . 6. A N C H O R E M B E D M E N T T O S U B S T R A T E S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O . F O R C O N C R E T E / C M U O P E N I N G S , E M B E D M E N T S H A L L B E B E Y O N D W O O D B U C K S , I F U S E D , I N T O S U B S T R A T E - 1 X B U C K S A R E O P T I O N A L . 7. A M I N I M U M C E N T E R - T O - C E N T E R S P A C I N G S H A L L B E M A I N T A I N E D B E T W E E N A L L F A S T E N E R S : 3 " F O R M A S O N R Y , 1 " F O R W O O D A N D M E T A L . 8. W O O D O R M A S O N R Y O P E N I N G S , B U C K S A N D B U C K F A S T E N E R S S H A L L B E P R O P E R L Y D E S I G N E D B Y T H E A R C H I T E C T O R E N G I N E E R O F R E C O R D A N D I N S TA 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 . S U B S T R A T E S S H A L L M E E T T H E M I N I M U M S T R E N G T H R E Q U I R E M E N T S A S S H O W N I N T A B L E 1 , S H E E T 7 . C O N C R E T E A N D M A S O N R Y S U B S T R A T E S M A Y N OT B E C R A C K E D . 9. S E A L I N G A N D F L A S H I N G S T R A T E G I E S F O R O V E R A L L W A T E R R E S I S T A N C E O F I N S T A L L A T I O N S H A L L B E D O N E B Y O T H E R S F O L L O W I N G T H E C U R R E N T V ER S I O N O F T H E R E F E R E N C E D O C U M E N T S : F M A / A A M A 1 0 0 ( F I N W I N D O W S ) , F M A / A A M A 2 0 0 ( F L A N G E W I N D O W S ) , F M A / W D M A 2 5 0 ( B O X W I N D O W S ) , F M A / A A M A / W D M A 3 0 0 ( E X T E R I O R D O O R S ) INSTALLATION ANCHORS (TYP.)9/9/2020 410 PVC SINGLE HUNG NON-IMPACT PEL-935 - BLZ 08/19/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 7 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION.Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com VE R T I C A L S E C T I O N TY P I C A L S I L L A N C H O R A G E NO S I L L A N C H O R S R E Q U I R E D A 7 B 7 HO R I Z O N T A L S E C T I O N TY P I C A L J A M B A N C H O R A G E INSTALLATION DETAILS TY P I C A L H E A D A N C H O R A G E C 7HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION FR A M E T Y P E S U B S T R A T E T Y P E AN C H O R T Y P E M I N . E M B E D M E N T M I N . E D G E D I S T . FL A N G E C O N C R E T E ( 2 . 0 K S I M I N . ) 3/ 1 6 " I T W T A P C O N 1" 1- 1 / 8 " FL A N G E H O L L O W O R G R O U T - F I L L E D C M U ( 1 1 7 P C F M I N . ) 3 / 1 6 " I T W T A P C O N 1" 2" FL A N G E C O N C R E T E ( 2 . 8 5 K S I M I N . ) 3/ 1 6 " E L C O U L T R A C O N 1" 1" FL A N G E G R O U T - F I L L E D C M U ( A S T M C - 9 0 ) 3/ 1 6 " E L C O U L T R A C O N 1- 1 / 4 " 2- 1 / 2 " FL A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) 3/ 1 6 " I T W T A P C O N OR E L C O U L T R A C O N 1- 3 / 8 " 7/ 8 " FL A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 3 / 8 " 7/ 8 " FL A N G E 16 G A U G E ( 0 . 0 6 0 " ) M I N . S T E E L S T U D (3 3 K S I Y I E L D M I N ) #1 0 - 1 6 H I L T I K W I K - F L E X O R I T W TE K S S E L F - D R I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 0 6 0 " 7/ 1 6 " FL A N G E 1/ 8 " A L U M . ( 6 0 6 3 - T 5 M I N . ) O R 1/ 8 " S T E E L ( 3 3 K S I M I N . ) #1 0 G R A D E 5 S E L F - T A P P I N G / DR I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 1 2 5 " 7/ 1 6 " FI N 2X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 1 / 2 " 1/ 2 " T A B L E 1 : A P P R O V E D I N S T A L L A T I O N F A S T E N E R S MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 MIN. EDGE DIST.SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PERIMETER SEALANT BY INSTALLER INSIDE AND OUT PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SEALANT BEHIND FIN BY INSTALLER IN S T A L L A T I O N A NC H O R SE E T A B L E 1 IN S T A L L A T I O N A NC H O R SE E T A B L E 1 INSTALLATION ANCHOR SEE TABLE 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SUBSTRATE BY OTHERS SEE TABLE 1 CO N T I N U O U S D B L 1 / 4 " B E A D O F S E A L A N T AR O U N D P E R I M ET E R @ A L L I N D I C A T E D PO I N T S B E T W E E N F R A M E A N D S U B S T R A T E BY I N S T A L L E R SU B S T R A T E BY O T H E R S SE E T A B L E 1 FL A N G E R E M O V A L N O T E : P A R T I A L L Y O R F U L L Y R E M O V I N G T H E F L A N G E , UP T O A N D I N C L U D I N G A B O X - F R A M E A P P L I C A T I O N I S A C C E P T A B L E P R O V I D E D : - M I N . 1 / 4 " F I L L E T O F C O N S T R U C T I O N - G R A D E A D H E S I V E C A U L K I S A P P L I E D I N S I D E A N D O U T , F U L L P E R I M E T E R , B Y I N S T A L L E R . - P R O D U C T A N C H O R A G E I S I N A C C O R D A N C E W I T H R E Q U I R E M E N T S A S S H O W N F O R F L A N G E W I N D O W S . D 7HORIZONTAL SECTION BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION 1/ 4 " M A X S H I M 1/ 4 " M A X S H I M 1/4" M A X S H I M 1/4" M A X S H I M IN S T A L L A T I O N A NC H O R SE E T A B L E 1 SUBSTRATE BY OTHERS SEE TABLE 1 MI N . E M B E D M E N T SE E T A B L E 1 MIN EDGE DIST SEE TABLE 1 1/ 4 " M A X S H I M 9/9/2020 8 8 8 8 Product Approval Method Method 1 Option D Date Submitted 09/15/2020 Date Validated 09/15/2020 Date Pending FBC Approval 09/20/2020 Date Approved 12/16/2020 Summary of Products FL #Model, Number or Name Description 33432.1 FX-415 Vinyl Fixed Window FX-415 Vinyl Fixed Window, Non-Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Max sizes 54" x 96" & 68" x 76", Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM E1300. Installation Instructions FL33432_R0_II_PEL-944.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports FL33432_R0_AE_EvalReport944.pdf Created by Independent Third Party: Yes 33432.2 FX-455 Vinyl Fixed Window FX-455 Vinyl Fixed Window, Non-Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Max sizes 54" x 96" & 68" x 76", Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM E1300. Installation Instructions FL33432_R0_II_PEL-945.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports FL33432_R0_AE_EvalReport945.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt... 2 of 2 6/7/2021, 10:47 AM ------ ------ DD Credit Card Safe securit)'J\HTRICS 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:25SHEET 1 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. A 7 B 7 O 68 " M A X U N I T W I D T H 69 1 / 4 " F L A N G E W I D T H 63 1 5 / 1 6 " G L A S S D L O 71 1 5 / 1 6 " GL A S S DL O 76 " MA X UN I T HE I G H T 77 1 / 4 " FL A N G E HE I G H T O 55 1 / 4 " FL A N G E HE I G H T 54 " MA X UN I T HE I G H T 49 1 5 / 1 6 " GL A S S DL O 91 1 5 / 1 6 " G L A S S D L O 96 " M A X U N I T W I D T H 97 1 / 4 " F L A N G E W I D T H GENERAL NOTES AND ELEVATIONS GE N E R A L N O T E S : 1. T H E P R O D U C T S H O W N H E R E I N I S D E S I G N E D A N D M A N U F A C T U R E D T O C O M P L Y W I T H T H E F L O R I D A B U I L D I N G C O D E ( F B C ) , C U R R E N T E D I T I O N . 2. G L A Z I N G O P T I O N S : ( S E E S H E E T 3 ) 3. C O N F I G U R A T I O N S : " O " . A R C H I T E C T U R A L S H A P E S I N C L U D E , B U T A R E N O T L I M I T E D T O , T H O S E S H O W N O N S H E E T 2 . 4. D E S I G N P R E S S U R E R A T I N G ( S E E S H E E T 5 ) : - N E G A T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E A N D G L A S S T A B L E S A S T M E - 1 3 0 0 - 0 4 e 0 1 / 0 9 . - P O S I T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E , W A T E R I N F I L T R A T I O N T E S T P R E S S U R E A N D G L A S S T A B L E S A S T M E - 1 3 0 0 - 0 4 e 0 1 / 0 9 . 5. A N C H O R A G E : T H E 3 3 1 / 3 % S T R E S S I N C R E A S E H A S N O T B E E N U S E D I N T H E D E S I G N O F T H I S P R O D U C T . S E E S H E E T 7 F O R A N C H O R D E T A I L S . W I N D L O A D D U R A T I O N F A C T O R C d = 1 . 6 W A S U S E D F O R W O O D A N C H O R C A L C U L A T I O N S . 6. N O T A P P R O V E D F O R I M P A C T R E S I S T A N C E . I M P A C T P R O T E C T I V E S Y S T E M I S R E Q U I R E D I N W I N D B O R N E D E B R I S R E G I O N . 7. A L L F R A M E S F U L L Y W E L D E D . 8. S E R I E S / M O D E L D E S I G N A T I O N F X - 4 1 5 . 9. T H E D E S I G N A T I O N X A N D O S T A N D F O R T H E F O L L O W I N G : O = F I X E D S A S H 10 . S E C T I O N C A L L O U T S A P P L Y T O A L L E L E V A T I O N S I N A S I M I L A R L O C A T I O N . T A B L E O F C O N T E N T S GE N E R A L N O T E S & E L E V A T I O N S . . . . . 1 AR C H I T E C T U R A L S H A P E S . . . . . . . . . . . . . . . . . 2 GL A Z I N G D E T A I L S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SE C T I O N V I E W S & A L T . F R A M E . . . . . . . . 4 DP C H A R T , B O M & E X T R U S I O N S . . . . . . . 5 AN C H O R S C H E D U L E & N O T E S . . . . . . . . . . 6 IN S T A L L A T I O N D E T A I L S . . . . . . . . . . . . . . . . . . . . . 7 FI X E D W I N D O W - N O N - I M P A C T MA X . U N I T S I Z E D E S I G N P R E S S U R E R A T I N G I M P A C T R A T I N G 68 " x 7 6 " N O N E 96 " x 5 4 " N O N E SE E C O M P A R A T I V E A N A L Y S I S CH A R T , S H E E T 5 C 7 D 7 A A B B C C 9/9/2020Lucas Turner 2020.09.11 15:05:41 -05'00' ' - I --- .J . . -- - - - , -- I I - - I I i - - I f r- r I I ' I I . I . I I I I I I I I I . I I I . I = I = . . : ~ I ' -' - - - - - - - - - - ' .. J .. - I F ~ I I l ' ' I I r I I I I I I I I I I I I I I I I I I I I I I I I ~ ] ' • I 0 \ J -· 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:1SHEET 2 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. OC T A G O N TRAPEZOID TR I A N G L E 1/ 2 C I R C L E 1/ 4 C I R C L E FU L L C I R C L E TO M B S T O N E FU L L E L L I P S E ( O V A L ) NO T E S : 1. S E E S H E E T 6 F O R D E T A I L E D A NCHOR IN STALLATION REQUIREMENTS. 2. T H R U F R A M E - M A S O N R Y , W O O D O R M E T A L O P E N I N G . T H R U F I N - W O O D O P E N I N G . 3. O V E R A L L S I Z E M U S T N O T E X C E E D T H E M A X . W I D T H A N D H E I G H T O F R E C T A N G U L A R W I N D O W S O N S H E E T 1 . 4. A N C H O R S P A C I N G F O R A R C H I T E C T U A L F L A N G E A N D F I N W I N D O W S M U S T F O L L O W T H E L A Y O U T S S H O W N O N S H E E T 6 , W I T H A N C H O R S P A C I N G M E A S U R E D A L O N G T H E L E N G T H O F T H E P R O D U C T . ARCHITECTURAL SHAPES9/9/2020---.. 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:1SHEET 3 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E A 7/ 8 " O V E R A L L 1/ 8 " A N N E A L E D 5/ 8 " A I R S P A C E 1/ 8 " A N N E A L E D 9 GLAZING DETAILS SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E B 7/ 8 " O V E R A L L 1/ 8 " T E M P E R E D 5/ 8 " A I R S P A C E 1/ 8 " T E M P E R E D 9 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E C 7/ 8 " O V E R A L L 3/ 1 6 " A N N E A L E D 1/ 2 " A I R S P A C E 3/ 1 6 " A N N E A L E D 9 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E D 7/ 8 " O V E R A L L 3/ 1 6 " T E M P E R E D 1/ 2 " A I R S P A C E 3/ 1 6 " T E M P E R E D 9 10 * 10 * 10 * 10 * * SETTING BLOCKS PER FBC 2411.3.3.1 QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 9/9/2020 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:1.33SHEET 4 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. SE C T I O N V I E W B - B 8 SE C T I O N V I E W C - C AL T E R N A T E F I N F R A M E 1 7 2 3 4 11 SE C T I O N V I E W A - A 7 7 5 5 8 8 8 7 1055 SECTION VIEWS IN T E R I O R IN T E R I O R 9/9/2020 c= ! ) 1D .___ _ _ _ _ _ _ _ _ _ . □ □ 0 - _ _ _ _ _ _ J 0 0 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:2SHEET 5 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. NO T E : IF S I Z E I N T E N D E D I S N O T S H O W N , U S E N E X T L A R G E R S I Z E . GL A S S TY P E 1 8 2 4 3 0 3 6 4 2 4 8 5 4 6 0 6 6 6 8 7 2 7 6 7 8 8 4 9 0 9 6 A 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 A 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 0 . 6 6 2 . 3 5 5 . 9 5 4 . 8 5 2 . 6 5 0 . 7 49 . 9 4 7 . 6 4 6 . 1 4 5 . 0 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 A 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 6 9 . 8 6 0 . 3 5 1 . 8 49 . 5 4 5 . 4 4 2 . 1 4 0 . 4 3 6 . 3 3 3 . 8 3 1 . 6 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 2 . 3 7 0 . 0 6 8 . 1 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 A 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 3 . 3 6 5 . 5 5 8 . 5 5 1 . 8 49 . 5 4 5 . 4 4 2 . 1 4 0 . 4 3 6 . 3 3 3 . 8 3 0 . 4 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 1 . 1 6 6 . 6 6 4 . 3 5 7 . 8 5 3 . 7 5 0 . 6 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 71 . 9 66 . 3 A 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 2 . 4 6 4 . 6 5 6 . 7 5 1 . 9 47 . 2 4 6 . 1 4 3 . 9 4 1 . 5 4 0 . 4 3 6 . 3 3 3 . 8 3 0 . 4 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 2 . 3 6 6 . 7 6 2 . 9 6 2 . 9 5 5 . 6 5 0 . 6 46 . 1 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 70 . 4 64 . 3 59 . 1 A 7 5 . 0 7 5 . 0 7 5 . 0 7 3 . 3 6 4 . 6 5 6 . 3 5 0 . 1 45 . 7 4 2 . 0 4 0 . 9 3 8 . 8 3 6 . 9 3 6 . 2 3 3 . 9 3 1 . 8 2 9 . 7 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 0 . 8 6 7 . 6 6 2 . 0 5 7 . 2 6 1 . 8 5 5 . 6 5 0 . 6 46 . 1 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 70 . 8 67 . 6 63 . 3 63 . 3 63 . 3 63 . 3 58 . 8 53 . 9 A 7 5 . 0 7 0 . 6 6 9 . 8 6 5 . 5 5 6 . 7 5 0 . 1 44 . 9 4 0 . 7 3 7 . 1 3 6 . 3 3 4 . 7 3 3 . 1 3 2 . 4 3 0 . 1 2 8 . 1 2 6 . 9 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 2 . 4 7 2 . 4 6 7 . 8 6 4 . 5 5 8 . 8 5 4 . 0 5 0 . 0 5 0 . 0 5 0 . 0 46 . 1 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 72 . 4 72 . 4 67 . 8 64 . 5 58 . 8 54 . 0 50 . 0 50 . 0 50 . 0 50 . 0 A 7 5 . 0 6 2 . 3 6 0 . 3 5 8 . 5 5 1 . 9 45 . 7 4 0 . 7 3 6 . 6 3 3 . 8 3 2 . 9 3 1 . 1 2 9 . 5 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 2 . 4 6 4 . 2 6 3 . 3 6 1 . 5 5 6 . 7 5 1 . 7 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 72 . 4 64 . 2 64 . 2 62 . 6 56 . 7 51 . 7 A 7 5 . 0 5 5 . 9 5 1 . 8 5 1 . 8 47 . 2 4 2 . 0 3 7 . 1 3 3 . 8 3 0 . 7 2 9 . 8 2 8 . 0 2 6 . 9 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 0 . 8 6 7 . 8 6 3 . 3 5 3 . 1 5 3 . 1 5 3 . 1 5 0 . 3 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 70 . 8 67 . 8 64 . 2 53 . 1 53 . 1 53 . 1 50 . 3 A 7 5 . 0 5 4 . 8 49 . 5 4 9 . 5 4 6 . 1 4 0 . 9 3 6 . 3 3 2 . 9 2 9 . 8 2 8 . 7 2 7 . 4 2 6 . 3 C 7 5 . 0 7 5 . 0 7 5 . 0 7 5 . 0 7 2 . 3 6 7 . 6 6 4 . 5 6 1 . 5 5 3 . 1 5 0 . 0 5 0 . 0 49 . 7 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 67 . 6 64 . 5 62 . 6 53 . 1 50 . 0 50 . 0 50 . 0 A 7 5 . 0 5 2 . 6 45 . 4 4 5 . 4 4 3 . 9 3 8 . 8 3 4 . 7 3 1 . 1 2 8 . 0 2 7 . 4 C 7 5 . 0 7 5 . 0 7 5 . 0 7 1 . 1 6 6 . 7 6 2 . 0 5 8 . 8 5 6 . 7 5 3 . 1 5 0 . 0 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 63 . 3 58 . 8 56 . 7 53 . 1 50 . 0 A 7 5 . 0 5 0 . 7 42 . 1 4 2 . 1 4 1 . 5 3 6 . 9 3 3 . 1 2 9 . 5 2 6 . 9 2 6 . 3 C 7 5 . 0 7 5 . 0 7 5 . 0 6 6 . 6 6 2 . 9 5 7 . 2 5 4 . 0 5 1 . 7 5 0 . 3 49 . 7 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 63 . 3 54 . 0 51 . 7 50 . 3 50 . 0 A7 5 . 0 49 . 9 4 0 . 4 4 0 . 4 4 0 . 4 3 6 . 2 3 2 . 4 C 7 5 . 0 7 5 . 0 7 5 . 0 6 4 . 3 6 2 . 9 6 1 . 8 5 0 . 0 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 75 . 0 63 . 3 50 . 0 A7 5 . 0 47 . 6 3 6 . 3 3 6 . 3 3 6 . 3 3 3 . 9 3 0 . 1 C 7 5 . 0 7 5 . 0 7 2 . 3 5 7 . 8 5 5 . 6 5 5 . 6 5 0 . 0 B o r D 75 . 0 75 . 0 75 . 0 75 . 0 70 . 4 63 . 3 50 . 0 A7 5 . 0 46 . 1 3 3 . 8 3 3 . 8 3 3 . 8 3 1 . 8 2 8 . 1 C 7 5 . 0 7 5 . 0 7 0 . 0 5 3 . 7 5 0 . 6 5 0 . 6 5 0 . 0 B o r D 75 . 0 75 . 0 75 . 0 71 . 9 64 . 3 58 . 8 50 . 0 A7 5 . 0 45 . 0 3 1 . 6 3 0 . 4 3 0 . 4 2 9 . 7 2 6 . 9 C 7 5 . 0 7 5 . 0 6 8 . 1 5 0 . 6 46 . 1 4 6 . 1 4 6 . 1 B o r D 75 . 0 75 . 0 75 . 0 66 . 3 59 . 1 53 . 9 50 . 0 60 66 68 "O " C O N F I G . D E S I G N P R E S S U R E S , P S F ( P O S I T I V E A N D N E G A T I V E P R E S S U R E S A R E E Q U A L ) UN I T W I D T H ( I N . ) U N I T H E I G H T ( I N . ) 72 76 78 84182430364248 90 9654 PVC GLAZING BEAD S-614115/16"5/16"1/16"CORNER WELD (ALL SIDES)1:8FRAME CORNER CONSTRUCTION 1 2 3 47 11 8 DP CHART, BOM AND EXTRUSIONS IT E M P A R T # D E S C R I P T I O N MATERIAL 1 H - 6 1 2 8 F L G M A I N F R A M E , F L A N G E , H E A D P V C 2 H - 6 1 2 8 F L G M A I N F R A M E , F L A N G E , S I L L PVC 3 H - 6 1 2 8 F L G M A I N F R A M E , F L A N G E , L . J A M B P V C 4 H - 6 1 2 8 F L G M A I N F R A M E , F L A N G E , R . J A M B P V C 5 G L A S S S E E S H E E T 4 7 S - 6 1 4 1 G L A Z I N G B E A D PVC 8 S - 6 2 1 8 F R A M E F I L L E R PVC 9 PURFECT GLAZE "H", SIKAFLEX 552 10 P - 5 6 1 5 S E T . B L K . , 8 5 D U R . , 1 / 8 " x 1 " x 2 " L g . 11 H - 6 1 2 8 F I N M A I N F R A M E , F I N , P V C PVC 3/4"3/16"1/16"PVC TRIM S-6218 3 7 / 1 6 " 3 9 / 1 6 " 1/16" 3 7 / 1 6 " 2 1 1 / 1 6 " 1/16" PV C F R A M E F L A N G E H-6128 PVC FRAME FIN H-61289/9/2020 1 · · I q -•-0 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:20SHEET 6 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. IN S T A L L A T I O N AN C H O R ( T Y P . ) AN C H O R L A Y O U T - ( F L A N G E ) SE E N O T E 2 O O AN C H O R L A Y O U T - ( F I N ) 6" M A X . ( T Y P . ) 9 1 / 2 " M A X . O . C . ( T Y P . ) INSTALLATION ANCHOR (TYP.)SEE NOTE 2 6" M A X . ( T Y P . ) 9 1 / 2 " MA X . O . C . (T Y P . ) 4" M A X . ( T Y P . ) 8" M A X . O . C . ( T Y P . ) 4" M A X . ( T Y P . ) 8"MA X . O . C . (T Y P . ) ANCHOR SCHEDULE AND NOTES NO T E S : 1. I N S T A L L O N E A N C H O R A T E A C H I N S T A L L A T I O N L O C A T I O N . A N C H O R S P A C I N G A P P L I E S T O A L L S H A P E S ( S E E S H E E T 2 ) A L O N G A L L F R A M E E D G E S . S I L L A N C H O R S P A C I N G S A M E A S H E A D . 2. S H I M A S R E Q A T E A C H I N S T A L L A T I O N A N C H O R U S I N G L O A D B E A R I N G S H I M S . M A X . A L L O W A B L E S H I M S T A C K T O B E 1 / 4 " . U S E S H I M S W H E R E S P AC E G R E A T E R T H A N 1 / 1 6 " I S P R E S E N T . L O A D B E A R I N G S H I M S S H A L L B E C O N S T R U C T E D O F H I G H D E N S I T Y P L A S T I C O R B E T T E R . W O O D S H I M S A R E N O T A L L O W E D . 3. A N C H O R T Y P E , S I Z E , S P A C I N G A N D E M B E D M E N T S H A L L B E A S S P E C I F I E D I N T H E S E D R A W I N G S , S E E T A B L E 1 , S H E E T 7 . 4. A L L I N S T A L L A T I O N A N C H O R S M U S T B E M A D E O F O R P R O T E C T E D W I T H A C O R R O S I O N R E S I S T A N T M A T E R I A L O R C O A T I N G . D I S S I M I L A R M E T A L S O R MA T E R I A L S I N C O N T A C T W I T H P R E S S U R E T R E A T E D W O O D M U S T B E P R O T E C T E D T O P R E V E N T R E A C T I O N . 5. I N S T A L L A T I O N A N C H O R S S H A L L B E I N A C C O R D A N C E W I T H A N C H O R M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S , A N D A N C H O R S S H A L L N O T B E U SE D I N S U B S T R A T E S W I T H S T R E N G T H S L E S S T H A N T H E M I N I M U M S P E C I F I E D I N T A B L E 1 , S H E E T 7 . 6. A N C H O R E M B E D M E N T T O S U B S T R A T E S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O . F O R C O N C R E T E / C M U O P E N I N G S , E M B E D M E N T S H A L L B E B E Y O N D W O O D B U C K S , I F U S E D , I N T O S U B S T R A T E - 1 X B U C K S A R E O P T I O N A L . 7. A M I N I M U M C E N T E R - T O - C E N T E R S P A C I N G S H A L L B E M A I N T A I N E D B E T W E E N A L L F A S T E N E R S : 3 " F O R M A S O N R Y , 1 " F O R W O O D A N D M E T A L . 8. W O O D O R M A S O N R Y O P E N I N G S , B U C K S A N D B U C K F A S T E N E R S S H A L L B E P R O P E R L Y D E S I G N E D B Y T H E A R C H I T E C T O R E N G I N E E R O F R E C O R D A N D I N S TA 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 . S U B S T R A T E S S H A L L M E E T T H E M I N I M U M S T R E N G T H R E Q U I R E M E N T S A S S H O W N I N T A B L E 1 , S H E E T 7 . C O N C R E T E A N D M A S O N R Y S U B S T R A T E S M A Y N OT B E C R A C K E D . 9. S E A L I N G A N D F L A S H I N G S T R A T E G I E S F O R O V E R A L L W A T E R R E S I S T A N C E O F I N S T A L L A T I O N S H A L L B E D O N E B Y O T H E R S F O L L O W I N G T H E C U R R E N T V ER S I O N O F T H E R E F E R E N C E D O C U M E N T S : F M A / A A M A 1 0 0 ( F I N W I N D O W S ) , F M A / A A M A 2 0 0 ( F L A N G E W I N D O W S ) , F M A / W D M A 2 5 0 ( B O X W I N D O W S ) , F M A / A A M A / W D M A 3 0 0 ( E X T E R I O R D O O R S ) 9/9/2020 . - r ?~ - ! ! I I I I I ·- ~ - 1 - - ~ -~ - • I - - ~ - - ~ - ~ -- ~ - ~ - ~ -~ I I I I I I I ,,,1 11 1 11,,,,, ,,, r,.SA. TU 14l 111 ~' \,,§,_ .. --~ .... , .•. ~~ ✓ ...... ~ x ,~u, • ., ..... _ ~ ~*I . \•~ ::,,, N o . 58201 \a::: §.ia i :Z:•Z. l w§ -0 1 . 'Ill ... ~~ STAT!Of ~~ ~~~ld>"'~~.f .,,~~,r1011i,S :.~,,,,~ ,,,,,, m ,,,,, 415 PVC FIXED WINDOW NON-IMPACT PEL-944 - BLZ 08/21/20 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: R E V . : SCALE:1:2SHEET 7 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574Pella Corporation 102 Main Street Pella, IA 50219 www.pella.com PROPRIETARY AND CONFIDENTIAL CONFIDENTIAL PROPERTY OF PELLA CORPORATION. DO NOT DUPLICATE OR TRANSMIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF PELLA CORPORATION. VE R T I C A L S E C T I O N TY P I C A L S I L L A N C H O R A G E A 7 B 7 HO R I Z O N T A L S E C T I O N TY P I C A L J A M B A N C H O R A G E INSTALLATION DETAILS TY P I C A L H E A D A N C H O R A G E C 7HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 MIN. EDGE DIST.SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SEALANT BEHIND FIN BY INSTALLER IN S T A L L A T I O N A NC H O R SE E T A B L E 1 IN S T A L L A T I O N A NC H O R SE E T A B L E 1 INSTALLATION A NCHOR SEE TABLE 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SUBSTRATE BY OTHERS SEE TABLE 1 SU B S T R A T E BY O T H E R S SE E T A B L E 1 FR A M E T Y P E S U B S T R A T E T Y P E AN C H O R T Y P E M I N . E M B E D M E N T M I N . E D G E D I S T . FL A N G E C O N C R E T E ( 2 . 0 K S I M I N . ) 3/ 1 6 " I T W T A P C O N 1- 1 / 2 " 1- 1 / 8 " FL A N G E H O L L O W O R G R O U T - F I L L E D C M U ( 1 1 7 P C F M I N . ) 3 / 1 6 " I T W T A P C O N 1" 2" F L A N G E C O N C R E T E ( 2 . 8 5 K S I M I N . ) 3/ 1 6 " E L C O U L T R A C O N 1" 1" F L A N G E G R O U T - F I L L E D C M U ( A S T M C - 9 0 ) 3/ 1 6 " E L C O U L T R A C O N 1- 1 / 4 " 2- 1 / 2 " F L A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) 3/ 1 6 " I T W T A P C O N OR E L C O U L T R A C O N 1- 3 / 8 " 7/ 8 " F L A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 3 / 8 " 7/ 8 " FL A N G E 16 G A U G E ( 0 . 0 6 0 " ) M I N . S T E E L S T U D (3 3 K S I Y I E L D M I N ) #1 0 - 1 6 H I L T I K W I K - F L E X O R I T W TE K S S E L F - D R I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 0 6 0 " 7/ 1 6 " FL A N G E 1/ 8 " A L U M . ( 6 0 6 3 - T 5 M I N . ) O R 1/ 8 " S T E E L ( 3 3 K S I M I N . ) #1 0 G R A D E 5 S E L F - T A P P I N G / DR I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 1 2 5 " 7/ 1 6 " F I N 2X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #8 W O O D S C R E W 1- 1 / 2 " 7/ 1 6 " T A B L E 1 : A P P R O V E D I N S T A L L A T I O N F A S T E N E R S PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T FL A N G E R E M O V A L N O T E : P A R T I A L L Y O R F U L L Y R E M O V I N G T H E F L A N G E , UP T O A N D I N C L U D I N G A B O X - F R A M E A P P L I C A T I O N I S A C C E P T A B L E P R O V I D E D : - M I N . 1 / 4 " F I L L E T O F C O N S T R U C T I O N - G R A D E A D H E S I V E C A U L K I S A P P L I E D I N S I D E A N D O U T , F U L L P E R I M E T E R , B Y I N S T A L L E R . - P R O D U C T A N C H O R A G E I S I N A C C O R D A N C E W I T H R E Q U I R E M E N T S A S S H O W N F O R F L A N G E W I N D O W S . D 7HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 SE A L A N T U N D E R S C R E W HE A D B Y I N S T A L L E R 1/ 4 " M A X S H I M 1/ 4 " M A X S H I M 1/ 4 " M A X S H I M 1/4" M A X S H I M 9/9/2020 8 - - - 9.___ Date Submitted 08/03/2020 Date Validated 12/09/2020 Date Pending FBC Approval Date Approved 12/17/2020 Summary of Products FL #Model, Number or Name Description 13541.1 A. Design Pro / Smooth Pro / Studio Fiberglass Single (X) Opaque Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R18_C_CAC_NI011906.01-R11.pdf FL13541_R18_C_CAC_NI011906-R10.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R18_II_13541.1 SS 2019-10-01.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R18_AE_PER2742.2 SS 2020-12-07.pdf Created by Independent Third Party: Yes 13541.2 B. Design Pro / Smooth Pro Fiberglass Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R18_C_CAC_NI011921.01-R10.pdf FL13541_R18_C_CAC_NI011921-R11.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R18_II_13541.2 SS 2019-10-01.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R18_AE_PER2743.2 SS 2020-12-07.pdf Created by Independent Third Party: Yes 13541.3 C. Design Pro / Smooth Pro / Studio Fiberglass Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R18_C_CAC_NI011907.01-R10.pdf FL13541_R18_C_CAC_NI011907-R10.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R18_II_D015688-DP SP OPQ NI ASTM XX FBC SS 2019-12-12.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R18_AE_PER2744.2 SS 2020-12-07.pdf Created by Independent Third Party: Yes 13541.4 D. Design Pro / Smooth Pro Fiberglass Double (XX) Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R18_C_CAC_NI011908.01-R11.pdf FL13541_R18_C_CAC_NI011908-R11.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R18_II_D015689-DP SP GLZ NI ASTM XX FBC SS 2019-12-12.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R18_AE_PER2745.2 SS 2020-12-07.pdf Created by Independent Third Party: Yes 13541.5 E. Design Pro / Smooth Pro / Studio Fiberglass Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu... 2 of 4 6/7/2021, 10:42 AM D i g i t a l l y s i g n e d b y H e r m e s F N o r e r o R e a s o n : I a m a p p r o v i n g t h i s d o c u m e n t D a t e : 2 0 1 9 . 1 2 . 1 2 1 3 : 1 7 : 2 1 - 0 5 ' 0 0 ' E N WINDOWS & DO O R S DESIGN PRO/ SMOOTH PRO NON-IMPACT FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZON E ( H V H Z ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W I T H T H E C U R R E N T INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLO R I D A B U I L D I N G C O D E (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM E330-02 • ASTM E283-04 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A M A I N W I N D F O R C E RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODU C T L O A D S T O T H E FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD F O R T H E P R O J E C T O F INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTU A L C O N D I T I O N S F O R A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUI R E M E N T S D E T A I L E D HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS F O R U S E W I T H T H I S DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS R E Q U I R I N G I M P A C T RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGUR A T I O N S A N D F L U S H DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9 . 0 P S F . R E M A I N I N G SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUI R E S T H A T P R O D U C T MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATI O N P R O T E C T E D B Y OVERHANG SUCH THAT OVERHANG (OH) RATIO= OH LENGTH+ OH HEIGHT IS.?: 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GE N E R A L N O T E S 2 A TYPICAL ANCHOR LAYOUTS AND NOTE S 3 -OPTIONAL 2X BUCK ANCHORING DETAI L S 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 -WOOD SUBSTRATES 7 -CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS 1 - : : : c : 0 0 ~ ! : 2 . . . . . . _ . - I L U . - I - ; : ; , : : : c : . - I . - I L U ~ . - I : i i : l ! ) 0 0 < ( z . . 0 : : : - l ! ) L L . 3 : z . I l l 5 < ( ~ ~ o O z x - < ( : i i : I - = = G 0 0 ~ - . . . . . . _ . - I L U . - I - ; : ; , : : : c : r - - , . . - I L U ~ r - - - : : i i : l ! ) a , < ( z . . 0 : : : - l ! ) L L . 3 : z . I l l 5 < ( I - ; > • : : : ) I l l 0 o ~ ~ : i i : C O N F I G U R A T I O N x x x x C D T Y P . E L E V A T I O N 1 6 ' - 8 " D O O R H E I G H T 1 : 1 N O T E : I N A C T I V E A N D A C T I V E D O O R P A N E L O R I E N T A T I O N I S I N T E R C H A N G E A B L E . I l l z L L . Q < ( I - L U < ( . . . J u o : : : 0 0 - - ' O L U C l l ! ) 0 : : : z L U : i : c . . z L L . Q < ( I - L U < ( . . . J u o : : : 0 0 - - ' O L U C l l ! ) 0 : : : z L U : i : c . . ' < : I " M A X . O V E R A L L S I Z E D E S I G N P R E S S U R E ( P S F ) M I S S I L E I N S W I N G O U T S W I N G I M P A C T W I D T H H E I G H T R A T I N G P O S . N E G . P O S . N E G . 6 ' - 0 " 6 1 - 8 1 1 S O * s o S O * s o N O N - I M P A C T 6 ' - 0 " 8 ' - 0 " S O * s o S O * s o N O N - I M P A C T * S E E G E N E R A L N O T E 6 , S H E E T 1 , F O R W A T E R I N F I L T R A T I O N A P P R O V E D S I L L S . w . . . J 1 - j : : P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E S : w w w . b u i l d i n g d r o p s . c o m V ' ) L U z 1 - l ! ) 0 V ' ) z L U . . . J Q < ( . . a : : V ' ) L U z z Q L U I - l ! ) < ( Q > z ~ < ( L U . , V ' ) . . . J L U < ( a : : u : : , a . . V ' ) > - V ' ) I - L U a : : a . . R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 2 3 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M 0 9 / 0 5 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N I D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 D G L / f J M c s s J M S S S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). M A X I M U M A L L O W A B L E SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. S H I M ( S ) S H A L L B E A NON-COMPRESSIBLE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BU T N O T L I M I T E D T O STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSIO N R E S I S T A N T M A T E R I A L OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDAN C E W I T H A N C H O R MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCH O R S I N T O M O R T A R JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORT A R J O I N T I N T O F A C E SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME A S F O R 2 X B U C K CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE M A T E R I A L S W I T H T H E FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM C O M P R E S S I V E S T R E N G T H OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRES S I V E S T R E N G T H O F 2 0 0 0 PSI. D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM C O M P R E S S I V E S T R E N G T H OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLU D I N G A N C H O R LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS L O N G A S M I N I M U M EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE 61811 D O O R S 8 ' 0 " D O O R S ANCHOR TYPE ANCHOR SUBSTRATE MIN. SIZE EMBEDMENT WOOD SCREW #10 2XWOOD BUCK 1-1/2" OR FRAMING ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" -CONC. 1-1/4" -CMU ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" DETAIL B2 1-BOTTOM SHOOT ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG W/ STD. REINFORCEMENT PLATE (INSTALL IN SILICONE BED UNDER REINFORCEMENT PLATE) MIN. EDGE DISTANCE MAX.O.C. SPACING AT JAMBS 3/4" 17-1/2" 2-1/2" 17-1/2" 1" 17-1/2" 1" 11-5/8" NOTE: INSERT PLUG INTO BED OF SILICONE DETAILC2 TYP. ASTRAGAL INSERT PLUG WITH MULTI-POINT STRIKE LOCATION (INSWING ONLY) # O F # O F A N C H O R S A T M A X . O . C . A N C H O R S A T H E A D / S I L L S P A C I N G A T H E A D / S I L L C L U S T E R S J A M B S C L U S T E R S 4 1 7 - 1 / 4 " 4 4 1 7 - 1 / 4 " 4 4 1 7 - 1 / 4 " 4 8 1 4 - 3 / 8 " 6 D E T A I L E 2 A S T R A G A L O N L Y S T R I K E S T R I K E P L A T E S E E T A B L E F O R Q T Y . i : o I - : : c = = ~ w 0 0 I D - . . . J . . . . . . . . . . . . . w . - I ' u , : : c E D r , . . - I w ~ ~ r , . ~ a : : ~ ° ' < C 0 z . . a : : : : c - ~ L L u 3 : z . z I l l § < ( < C I - . : : : , I l l Q w o ~ ~ w I l l ~ a : ~ 1 - S T R I K E P L A T E H O P P E # 2 0 9 8 9 4 5 D E T A I L F 2 T Y P . A S T R A G A L / M U L T I - P O I N T S T R I K E L O C A T I O N ®INSWING SILL SECTION VIEW SEE DETAIL B2 OR C2 ABOVE P L A T E F R O M H A R D W A R E K I T ® O U T S W I N G S I L L S E C T I O N V I E W 2 S E E D E T A I L E 2 O R F 2 A B O V E . - - - - 7 4 " M A X . 0 . A . W I D T 1 + - - - - . 3 " T Y P . - - - - t - , t - 3 " T Y P . - ' ' - ' - - D E T A I L H 2 T Y P . T O P A S T R A G A L O N L Y S T R I K E P L A T E - - L O C A T I O N G 2 w . . . J E D ~ a : : 0 : : c u z < C w w I l l N O T E : I N A C T I V E A N D A C T I V E D O O R P A N E L O R I E N T A T I O N I S I N T E R C H A N G E A B L E . D E T A I L 1 2 I - - - F = = = = = = = > - - - - 1 T Y P . T O P A S T R A G A L / M U L T I - P O I N T S T R I K E L O C A T I O N 2 - # 9 X 2 1 / 2 " P F H S C R E W S P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m . . . . . , g V ' ) C l r - - . - < a , w ~ ~ ~ g Q I - ~ o ~ ~ ~ c , : • N 0 0 0 ~ 0 0 : ; 8 ~ z c . . . . . J c o - L L J < ( ; : : : . ~ > < : u . . . . . . . . . a t ; 0 : ' . : 3 : : c : ! ! ] . ! ! l z I - . . x ~ ~ r - - < C : : c : < C < C ~ : : ! ! ; C . u . ~ ~ V ' ) m : ' . : 3 > < : Q • I - a : : C : : : : : : > z : Q . . Q 0 C : C : > - ~ ~ ~ < C ~ . . . . . J ~ ~ a 0 : : : 0 : : : c u z ~ ~ < C ~ ; u . . i . . . J I - - - : > I - j : : R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 2 3 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M 0 9 / 0 5 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E T H I S D O C U M E N T . D A T E : Q 2 . Q 5 . 1 4 D G L / T J M c s s } M S S S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 2 r 4 1 / 2 " T Y P . 4 1 / 2 " T Y P . 0 . : ~ ' w'. .. ~ I-C !!! .. ~l w,C . 1 ·: ·; . ·-·. : .. ~ w'. ~ I-,,; .. ... C !!! , ,, w,C .. 11/4" MIN. EMBED TYP. SEE TABLE -X I z ~ •1-----------1•1-- 1 ~ o c~--~ i ...»~-. -4 ~-H ~ - - - < ~ H---l~------1 2X WOOD BUCK I N S T A L L . 1 1 / 2 " O F F S E T T Y P . N . . . . . . . . 7 - ' . - I ' ' m , , , . . . . _ _ : i i : 0 . . . J w I ~ I ~ e l l t w . . . J . . . . _ _ e l l I ~ w w / I . . . _ _ 0 . : ~ N . . . . . . . . . - I m ~ . , , . . - - - - - - - - - - - @ T Y P . A N C H O R L A Y O U T : r P T I O N A L 2 X B U C K I N C O N C R E T E / M A S O N R Y A N C H O R A N C H O R T Y P E S U B S T R A T E S I Z E t 2XWOOD BUCK ANCHOR PER BUC K A N C H O R T A B L E I T W T A P C O N 1 / 4 " C O N C R E T E / C M U CD2X WOOD BUCK INSTALL. 3 CROSS SECTION (!)2X WOOD BUCK I N S T A L L . 3 SIDE VIEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. E L C O U L T R A C O N 1 / 4 " C O N C R E T E / C M U 2 X B U C K A N C H O R T A B L E 6 1 8 1 1 D O O R S 8 ' 0 " D O O R S M I N . M I N . E D G E M I N . C E N T E R D I S T . T O T O C E N T E R E M B E D M E N T S U B S T R A T E D I S T A N C E M A X . O . C . M A X . O . C . S P A C I N G A T S P A C I N G A T J A M B S J A M B S 1 - 1 / 4 " 2 - 1 / 2 " 4 " 2 5 " 3 0 - 1 / 4 " 1 - 3 / 8 " - C O N C . 1 " 4 " 1 - 1 / 4 " - C M U 2 5 " 3 0 - 1 / 4 " P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m . . . . . , g C l r - - . - < e n : : ; e n " ' o Q c c 0 : : ; ; ! ; ~ 0 : : ~ ' : N O Q . . 0 ~ 0 0 l 2 i : : ~ ~ c . . . . . . J 0 0 - U J < ( ; : : ; - . . . . . ~ u . . ' I d " 1 1 1 1 d " Q I - u - : ' . : S : i : : : ! ! ! . ! ! ! . O u : : : : , ~ i - . . x ~ ~ r - - < ( : i : : : < ( C C L U ~ ~ " - u , _ ~ ~ x o " " : ' . : S ~ Q ' N ( . ! ) 0 : : C : Q . . Q . . . . . l z z ~ C : C : < C - ~ z a : : ~ ~ i n o O - : r : ~ i C I - u a . . z 0 < C ~ ~ w ~ ; . . . J ~ I - i = R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 2 3 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M 0 9 / 0 5 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I C A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I C S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T S . F < l ~ L I S I 1 1 / 1 , ~ T J < I S D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 3 ......... c..L..;c...:.....<.~ ~~~::::;.=+ ~ ' . INTERIOR EXTERIOR OPERABLE HEAD OUTSWING SHOWN -INSWING SIMILAR ( ] ) CD OPERABLE A D A S I L L INSWING/OUT S W I N G I N T E R I O R O P E R A B L E S I L L I N S W I N G C D ~ 0 0 . - i ( I ) O P E R A B L E S I L L O U T S W I N G O P T I O N A L A F C O H - 4 9 7 O P E R A B L E S I L L O U T S W I N G P R E P A R E D B Y : 1 1 ! B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : { 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m . . . . . , @ 0 r , . . . . . . . a , ~ ~ ~ @ Q ~ 0 n : 1 ~ a : : e r : : ' N 0 0 . . V ) 0 ~ 0 0 ~ c . . . . . J 0 0 - ~ w L J . J < ; : ; - . . . . . : : : J ~ L L , : : t , : : t Q I - : : 5 : : c : ~ ~ O u c o r , . . ! ; i : : : i : : ~ ~ ~ ~ ~ ~ " - L L ~ ~ w m : : 5 Q - . V ) ~ a : : < ' . V ) 0 . . Q < ( z : < ' . < ' . _ , J ( . ! ) < ( ~ ~ t a u ~ ~ I - C l c : : : w > ~ ~ u . . i ~ ; - ' ~ I - j : : R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 2 3 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M 0 9 / 0 5 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I N D M A Y N O T R E F L E C T A C T U A L C O N D m O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E E S I T E S P E C I F I C C U M E N T . D A T E : 0 2 . 0 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 4 MEETING STILE OUTSWING SHOWN -INSWING SIMILAR H I N G E S C H E D U L E DO O R H E I G H T 6 1 - 8 1 1 8 ' - 0 " Q U A N T I T Y H I N G E D E T A I L A T J A M B : P L A C E # 9 X 2 - 1 / 2 " P F H S C R E W N E X T T O W E A T H E R S T R I P 3 4 \ 1 - # 9 X 2 - 1 / 2 " P H I L L I P S F L A T H E A D W O O D S C R E W 3 - # 9 X 3 / 4 " P H I L L I P S F L A T H E A D W O O D S C R E W 4 - # 9 P H I L L I P S F L A T H E A D W O O D S C R E W U S E 3 / 4 " L E N G T H F O R 6 1 - 8 1 1 D O O R S U S E l " L E N G T H F O R 8 ' - 0 " D O O R S HIN G E J A M B OUTSWING SH O W N - I N S W I N G S I M I L A R 3-#8 X 2" PFH 1-MULTI-PT LOCK STRIKE PLATE D E T A I L A S H O P P E M U L T I - P T L O C K F A S T E N I N G 4 - # 8 X 1 3 / 8 " P F H 1 - R E I N F O R C E M E N T P L A T E ~ H O P P E # 2 5 1 2 2 9 6 1 3 - # 8 X 1 3 / 8 " P F H ( 6 - 8 U N I T S ) 1 5 - # 8 X 1 3 / 8 " P F H ( 8 - 0 U N I T S ) C O M E S W I T H H A R D W A R E H O P P E M U L T I - P O I N T L O C K T O P R E I N F O R C E M E N T P L A T E - A C T I V E P A N E L O N L Y P R E P A R E D B Y : B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m . . . . d i l 0 r - - . . . . a , : : : ; ~ ~ f i l 0 V , c c O ' 1 1 ~ Q : : L U I ; : , N 0 Q , , 0 ~ c o ~ : : : J D . . . . . J 0 0 - ~ l J J < C ; : : = j ' o r - 1 c a : . , : u . . , ; t , ; t 0 I - : : ? i : 5 : i : : : e e O u r - - ! . i : : : i : x ~ ~ L U ~ ~ " - - ~ V , ~ ~ V , m : S < ( : . , : 0 ' Q : : : c : _ , J z : Q , , 0 < ( : c : : c : I - ~ ~ ~ z t n 0 ~ i a N c : : : 0 : : : c ~ ~ u . . i ~ ; . . . . I ~ I - j : : R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 2 3 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M 0 9 / 0 5 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 D G L / T J M c s s } M S S S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 5 MIN. EDGE DIST. SEE TABLE SHEET 2 2XWOODBUCK WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN -INSWING SIMILAR MIN. EDGE DIST. SEE TABLE SHEET 2 OPERABLE SILL [I) OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEADORJAMBASLONGAS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. OUTSWING SILICONE N . 9 _ _ _ _ , _ _ I i i : : c : , . . . . . , . . . , . . , . . . , . . . , ! C : : : : E ~ ~ W O O D A N C H O R f i l ~ w w u , S E E T A B L E O N S H E E T 2 M I N . E M B E D . S E E T A B L E S H E E T 2 J A M B ( T Y P I C A L ) O U T S W I N G S H O W N - I N S W I N G S I M I L A R ( ] ) M I N . E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L H I G H B U M P O U T S W I N G A F C O H - 4 9 7 2 X W O O D B U C K M I N , E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L I N S W I N G M I N . E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L A D A S I L L 2 X W O O D B U C K 2 X W O O D 8 U C K P R E P A R E D B Y : B U I L D I N G D R O P S , I N C . ! 1 9 1 1 E . D A N I A B E A C H B L V D . , S T E . 3 3 1 1 D A N I A B E A O i , F l 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u l l d l l ' f l d n , p s . m m . . . • o . " ' C r - . , . . . a , ~ ° ' " ' i 0 I l l a : • N I - 0 " : ' a 8 : z a : ~ • N ~ . . . J g s - ~ b 0 w < ; : : ; . . . " " . . . , ; . 5 : : 3 : i : : _ _ l ! l ~ ~ . . . ~ : : c ~ i : : ? : : i : C L . . _ . . . . I " ' : : ! i ~ i ~ " " 0 : . ? 8 : o V , z c ? : c ? : I ~ 0 ~ 0 Q 0 3 : I ~ ! : : : I - R E M A R K S B Y D A T E A d d M u l t l - P o l n t L o c k G L R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M E I N $ T A U A T I O N I I E T A I L . 5 D E S C : R l 8 E D H E R E I N . M E G E N E R N D M A Y N O T R E F L E C T A C T l J A L C O N D m O N S F O R A S P E C I f l 5 l 1 E . I F S I T E C O N D m D N S C A U S E I N S T A L I A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G i N E E R O R A R O l l T ' E C T S H A U . P R E P A R E S I T E S P E C I R C D A T E : Q 2 . Q 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 6 MIN. EDGE DIST. SEE TABLE SHEET 2 N Q~-r-------lP=---;t.-:--:--.;=-~.-:,"1'"-:-:"'~ i~ .• -: :•• :· ... ~--.: .~ o:; ::E w ·. :~--. . ' ... ··. :-: ~ .. :·. •:: •: :" "'· ..... ~ .. · .•.. : .. ~ ::!: w w -1-....___~~F=::l~~---'-;;'-'-~~;;r__. "' ~~;!!] c:i:::E~ CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD TYPICAL CONCRETE/ MASONRY BY OTHERS 1XWOODBUCK (OPTIONAL) OUTSWING SHOWN -INSWING SIMILAR N . t.i Cw w ::c '.4 m.,, .4 ::!:w .4 w ..J ·4 z!a! <I . -1-' ::Ew w "' MIN. EDGE DIST. SEE TABLE SHEET 2 (!) OPERABLE SILL CI) OPTIONAU.Y, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. OUTSWING SILICONE CONCRITT/ MASONRY BY OTHERS N . t . i C w w : : c 1 1 : 1 " ' ~ w w . . J . m ~ ~ : : E w w " ' f f i l X W O O D B U C K I O P T I O N A L ) C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 . . · . · . - ~ : ~ ~ - - . - · ~ - . , , . . . 1 1 o . 2 s " - H - M A X . S H I M C O N C R E T E / M A S O N R Y B Y O T H E R S M I N . E M B E D . S E E T A B L E S H E E T 2 J A M B T Y P I C A L O U T S W I N G S H O W N - I N S W I N G S I M l l A R C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 S I L I C O N E . 4 . < I < I . C O N C R E T E / M A S O N R Y B Y O T H E R S M I N . E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L H I G H B U M P O U T S W I N G A F C O H - 4 9 7 C D N · t . i O w w : : c I l l I l l : : ! : w W . . J , m ~ ~ : : E w w " ' ( ! ) < J C O N C R E T c / M A S O N R Y B Y O T H E R S M I N . C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L I N S W I N G M I N . E D G E D I S T . S E E T A B L E S H E E T 2 C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 S I L I C O N E C O N C R E T E / M A S O N R Y B Y O T H E R S O P E R A B L E S I L L A D A S I L L P R E P A R E D B Y : B U I L D I N G D R O P S , I N C . 3 9 1 1 E . D A N I A B E A Q i B L V D . , S T E . 3 3 8 D A N I A B E A C H , R . 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 B F A X : ( ! 1 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u l l d l n a d r q n . c u m . . . . , g ~ t ; l r i ~ 0 z 1 : i ! a : ~ ) E l 1 - 0 ' 0 f 0 a , : ~ N , n 2 . . . = i ~ ~ 5 ! i : i ! ~ ~ : ; o b s : : c ~ ! ! l ~ ~ . . . . I . . . . . ~ : : i : : : ~ ~ ~ : : : E " - . . . . ~ ~ r f ' l 5 V ) > , ! o ; f z f o c ! ! c ! ! w I - l ! : 2 w i n c : : : Q u z 0 u I I J . J . . . I I - j : : R E M A R K S B Y D A T E A d d M u l t l - P o l n t l o c k G l R e f e r e n c e D W G . # A O l O l l 3 3 A U A L C O N D I T I O N S S I T l ' . I F 5 1 T 1 ' C O N D I T I O N S C A U S E I N S f A l l A T I O N T O D E V I A T £ F R O M T 1 1 E R E Q U I R E M E N T S D E T A I L E D H E R E I N , A L I C E N S E D E N G I N E E R O R A I I D i l T l ' C T 5 1 W . L P R E P A I I E S I T E S P E C I F I C D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 8 S H E E T : O F 8 7 r P R E P A R E D B Y : " ' BILL OF MATERIALS ITEM# DESCRIPTION M A T E R I A L @ H O P P E M U L T - P O I N T L O C K - - F I N G E R - J O I N T E D P I N E _ [ l B U I L D I N G D R O P S , I N C . S O L I D P I N E 3 9 1 E . D A N I A B E A C H B L I I D . , M . 3 3 1 1 1 FRAME HEAD/JAMBS D A N I A B E A O I , F L 3 3 1 X l 4 L A M I N A T E D V E N E E R P H ; ( 9 5 4 ) 3 ! 1 9 - 8 4 7 1 L U M B E R F A X : ( 9 S 4 ) 7 4 4 . . 4 7 3 1 W E B : w w w . b u l l d l n p h p s . c o m C O M P O S I T E 2 ASTRAGAL, ENDURA ULTIMATE HURRICANE 6 0 6 3 - T 6 A L U M I N U M l i I ~ . . (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) < C ' ~ c , . . . . . ! ' i i (NOT USED) a : : : : a , i n 3 - 0 w I Z ) l t : V N ~ i , - 0 T 1 4 THRESHOLD - : f a : ~ N ~ o _ , 1 . ! ! . ~ ~ ~ < - ; = . " P 1 5 THRESHOLD I n ~ . . . . . , . . . , . - o b u . . : s ~ ~ ~ 6 (NOT USED) - - c ) . ~ l 0 ~ ~ i f ~ . . . . J ~ : s ~ ~ . . . . J 7 AFCO H-497 THRESHOLD - C C I ~ J 0 ' 8 WEATHERSTRIP U R E T H A N E F O A M & [ I o □ Q : i 5 0 P O L Y E T H V L E N E D a : : c : z c : : : : : : J : I : J t 5 < C I 9 NON-COMPRESSION SHIM (0.25" MAX. THK.) C O M P O S I T E ~ ~ V , 10 2X WOOD (S,G. MUST BE 0,55 OR GREATER) W O O D ~ ~ H A N D L E ♦ Q I - " P 9 H E I G H T z 11 1XWOOD (S.G. MUST BE 0,55 OR GREATER) W O O D ~ ~ C ) w @ 0 z i n i n Q ] 0 I 12 #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT S T E E L N N e n 1 . n ~ c . . . . . . a , 0 ~ 13 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3} S T E E L D C Q u . i 9 . . . . 0 ~ 14 BUTT HINGE (SEE SCHEDULE SHEET 5) - ~ u 15 LOCK SERIES 400 S T E E L f t R E M A R K S B Y D A T E 16 DEADBOLT SERIES 780 S T E E L ~ 0 A d d M u l t i - P o i n t L o c k G L 0 6 / 2 3 / 1 4 c a R e f e r e n c e D W G . # A 0 1 0 8 3 3 A A M 0 9 / 0 5 / 1 5 HOPPE MULi-POiNT HARDWARE HLS9000 e l l . . . 17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) S T E E L . i o _ , . ~ 18 PU DOOR CORE 0 . ~ 8 1 1 n c , . . . . . , . . . , . . . , . , _ . . , , _ . . , n c n c 1 r 1 u u : , g c r 1 ~ n 1 1 . - u : i ! A N D M A Y N O T R E R . E C T A C n W . C X > N D I T I O N S R l R A S P E a F K " 1 S I T E . I F S I T E C X l N D m O N S C A I J S I : I N S T A L L A T I O N T O D E V I A T E 19 ADA THRESHOLD F R O M l H E R E Q U I R E M E N T S D E T A J L E I > H E R E I N . A L I C E N S E D - E N G l _ ! 4 ~ ~ 0 A A R C H I T E C . T H A l l P R E P ~ ~ ~ _ ! C J F I : - , , ~ i f \ . , , , 0 0 0 . , , , , 1 , . S · ~ , , ❖ FRAME HEAD/JAMBS EN DURA ASTRAGAL T H R E S H O L D l f J ' . . . . . . ~ ~ ~ ~ . . • . . . , VARIES, SEE BOM ABOVE ALUMINUM - c ) . ~ ~ . . · , f E r S - . ~ ' - ' . . . • 0 - . . L_ ~ ~ : · N e . 7 ' 7 \ : • f r-Ir F,.. ~ = * 1 . . , . = • : = iQ {}.'?J,;.f.~??f;r.~?~ '"0.06" i - • • • • !II "! I I ~ - 0 S ~ O F : C J : : : • ~ ... 0 . 6 3 " - ~ • l . l . J . . rc:: ..... _J l I 4 . 5 6 " - l ~ ~ ~ 0 > \ O ~ - ~ @ ~ N . l ~ ~ · - ~ ~ !:! ✓ , . & - , • - ~ . . . , R E ~ ( ? , . . . - " ' • ' 1 1 1 1 1 - P . c . . N D , 7 , , ! f ~ R ! ~ , 3 " i-1.78" - F B P E C E R T . - 1 . 2 9 5 7 8 0 THRESHOLD 0 AFCO H-497 THRESHO L D @ A D A S I L L D A T E : 0 2 . 0 5 . 1 4 t• I I D G U f J M c s s } M S S I r : : : 7 1 in S C A L E : N T S I'! ... ~;,.;. I '¥-···-• D W G . # : D 0 1 5 6 8 8 5.62" I ... ~"",....,.,'T ~ I 4.62"__J 0 S H E E T : O F 8 \.. 8 ~