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HomeMy WebLinkAbout18-19536 `y CITY OF ZEPHYRRILLS 5335-8TH STR` _... (813)780-0020 '. 19536 BUILDING PERMIT PERMIT INFORMATION = LOCATION INFORMATION Permit Number: 19536 Address: 37128 CULLENS TRL LT 77 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): . Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0180-00000-0770 Improv. Cost: 9,305.00 OWNER INFORMATION Date Issued: 4/11/2018 Name: KUPCZYK, RAYMOND & PAMELA Total Fees: 135.00 Address: 11S351 DOWNERS DR Amount Paid: 135.00 LEMONT, IL. 60439-9693 Date Paid: 4/11/2018 . Phone: (630)484-6264 Work Desc: REPLACE 8-DOOR SIZE/SIZE 1 CONTRACTORS APPLICATION FEES LOWE'S HOME CENTERS INCBUILDING FEE 135.00 OWL/ Ivy � i ckAA d � Ins ections Required FOOTER 2ND ROUGH PLUMB MSC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent rein'spection. NOTICE: In addition to the requirements of this permit, there maybe 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, 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. If you intend to obtain financing,consult with your lender or an attorney' before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFItYR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER w Plan Revie : Windgws-& Doo:rs . 1). :Need manufacturing installation specifications: . 2) . Mu-st.meet sectio.hs R308 and R612 of the 2017 F.B.C: 3); if-windows�are to be installed-inside the historical distri ct;they:will need-to be a - pproved by the historical committee. 4 No other work shall.be ermined f-a min , plumbin and..mechanical) unless"otherwise ). . p , .� . g g, . specified.: : - 5 This is.for re lacernent. lass for lass :onl If ou wish to chan a from screen or vn l - . : p fig . g ) Y Y g Y windows to.glass;then additional in#ormationis required 6.) All windows to wall conn.ectio.nsahall be left.visib.le for. inspection. . . 7) All labeling and:stickers.shall.remain:on.windows.until-final inspection: ion. No-work shall.start without permit first: :. Jacqueline Boges From: MONICA WATSON <mwpermit@msn.com> Sent: Monday;September 10, 2018 11:10 AM To: Jacqueline Boges Subject: Fw: PERMIT#19536-37128 Cullens Trail Attachments: PERMIT#19536.pdf I know you were out on Friday... but this customer wants these 2 back door removed from Lowes scope of work asap so she can get her final Please let me know once the change has been made... Thanks! Monica Watson Permits R Us 813-269-9965 (phone) 813-269-9902 (fax) From: MONICA WATSON Sent: Friday,September 7, 201810:42 AM To:jboges@ci.zephyrhills.fl.us Subject: PERMIT#19536-37128 Cullens Trail Hey Jackie... Happy Friday! This customer has decided to not have Lowes install the 2 back doors I've ' "'ed off the. The only door left on the permit is the front door.. Please confirm receipt& let me know when the doors have been removed so we can schedule the final inspection... Monica Watson Permits R Us 813-269-9965 (phone) 813-269-9902 (fax) i NOTII;E;: OF DES D RESTI'tICTIONS: Th : unr ersigned understands that this permlt may be subject to "do edi' rests-I dions" which may be more restrictive than Caw y rc:j ulations, The undersigned assurnes responsibility for complianc,(a with any applicable deed restrictions, UNLPIMNSED 6ONTRACTORS AND CONTRACTOR RESPONSIBILITiES: If the owner has hired a .contractor or contractors to undertake work, they may )e r gvired to be licensed In accordance with state and local regulations. If the contractor is not licensed as required b, i law, both the owner and contractor, may be cited for a misderneanor vlokatlon under state law,i If the owner or intended col tractor are uncertain as to what licensing requirements may lapply for• the Intended work, they are advised to contact tile. Pasco County Building Inspection Divislon—.1 Sectlon at 7:2Z-.847- 8009, furthermore, if the owner hal3 hired la contractor or contractors, he. is advised to have the contractors) sign portions of the "contractor Block" of this pppll�ation for which they will be rosponslble. If you, as the owner sign ;;'is the contractor, that may be an indication th'a he Is riot properly licensed and Is not entitled to permitting privlleg(,s in Pasco County, TRANSPORTATION IMPACTAJITiLITi!E ' IMi'1 CT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportat on Impact Fees and Recours Recovery Nees may apply to the construction of new buildings, change of use In existing buildings, or expansion o exit ting buildings, as specified In Pasco County Ordinance numb:ei, 139-07 and 90-07, as amended, The undersigned sa sc a derstands, that such fees, as May be due, will be Identified at the time of permitting, It Is!further understood that 'ran portation Impact Fees and Resource Recovery Fees must: be. paid prior to recelwinci a "certificate of occupancy" or final power release; If the project does not involve a certificate of iccupancy or final power release, the fees must be p�ld pror to permit Issuance. Furthermore, it' Pasco County Water/ )e:wer Impact fees are due, they must bcy paid prior to perms Issuance In accordance with appllcaable Pasco County ordinan;c,c s. CONSTRUCTION LIEN LAW (Chapter 71,11, Iflorida Statutes, as amended): If valuation of work Is $2,500;00 or rnare, I certify that 1, the applicant, have beenl provided with a copy of the "Florida Construction Lien Law--Homeowner's Protection Guide" prepared by the Florida Department; of Agriculture and Consumer Affairs. If the applIcaril Is sorneone other than the owner", I certify that I haw) obtained a copy of the above described document and promise In good faith to 'dellvsr it to the"owner" prior to corrim )m enc e t, CONTRACTOR'S/OWNER'S AFFIIDAVI I yertify that all the Information in this application is accurate and that all work will be done in compliance; with all appy lable laws regulating construction, :coning and land development. Appiiration is .herel:py made to obtain a permit to do wort and Installation as Indicated, I certify that no work or instal let ion has commenced prior to Issuance of a permit it ar�d that all work will be performed to meek standards of all laws regulatingconstruction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I understand that the regulations f other government agencies May 'apply to the Intended work, and that: it is my responsibility to identify what actions mu,t take to be In compliance, Such agencies Include but are not limited to: Department of Environment I Pi te.ctlon-cypress Sayheads, 1Netland Areas and Environmentally Sensitive Lands, WaterfWastewater Treatrrent. Southwest Florida Water Ma agement District-Wells, Cypress E3ayheads, Wetland Areas, Altc;ring Watercourses, Army Corps of Engineers-Sd awal s, Docks, Navigable Waterways. - Department of Health & Re habl itative S:ervlces/E:nvlronmental !-Health Unit-Wells, Wastewrate.r 1 matn'lent, Septic Tanks, US;Environmental Protectlo Agency-Asbestos abatement. Federal Aviation Ailthority-R -nways_ I understand that the following rostriction ap ly to the use of fill:' Use of fill Is not allowed 1n FI rod • one"V" unless expressly permitted. If the fill material Is to be �c_lse in Flood Zone "A", It Is understood that ai drainage plan •addressing a "compensating volume" will be s bmitted at time of permitting which Is prepared by a professional engineer Iicehsed by the State of Florida, If tie fill material is to be t sed n Flood Zone "A" In connection with a permitted building using stem wall construction, I certify that fill vill I e used only to fill the area within the stem well. if fill material is to .be use in any area, I certify that use of such fill will not adversely affect aclj'a properties. if use of fill Is fit and �to adversely affect adjacent properties, the owner may be cited for violat I ng the conditions of the bulldinl I permit issued under the attached permit application, for lots less than une (1) acre;which are elevated by f 11, al i engineered drainage plan is required, If I EnTi the AG N'T FOR THE OWNER, pro ise in good faith to Inform the owner of the permitting conditio.ri'3 set forth in this ,affidavit prior to commencing constitictioin. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, a.ir condl�ionlnlg, .gas, or other installations not specifically included in the eippliccatic)n. A perrnit issued shall bo construed to'be ' llce;nse to proceed with the work sand not as authority to.violate, o8ricel, alter, or set .aside any provislons of the technical cod ,$, nor shall issuance of a permit prevent the 131.11idirig Official from thereafter ermll: issued shall requiring a correction of errors in plans, corn,; ructlon or violations Ever of any comes. y p gall bEac,ame invalid unless the work authorized by such per nit 1 commenced within :six months of permit Issuance, or If work:r:"uthoriz(.,cd by F P the permit Is suspended or abandoned fbor a p er•iod of six (6) months after the time the worn, is commenced, htn extension , may be requested, in writing, from the Build ng.Official for a period not to exceed ninety (90) days and will demon. trate justifiable cause for the extension, If wo k ce ses for ninety (90) consecutive days, theQob is considered abendone+.l. W�ARNINt► TolOWNE3R YOUR FAIL II�t,l3 TO-RECORD +_NOTICE-OF-COMMENCEMENT MAY Ri7' IN YOUR OAYING TVICIE FOFS IMpRC)VEltAtt T '1'0 YOUR PROPERTY, IF YOU VttITEf�C) 'rO OBTAIN FINAN4�11119(';I, 1; LILT WI.L, IAYCJ.t7R ENDER OR AiN A1'"TOR EY_ 3EFORE-RE,CORi)iNG YO11 itIOTIC rE OF (3QIV Mf---tICEM1=l lT_ FLORIDA JU T(F.S, 11 Ali) rti �s.�,3 • OWIVIEiR c�R AGEN '„D _�=�I _..— _ _ CONTRACTOR ._.' Subscribed and sworn b: �'afflrn ed bef re a this Subsc;ribed a m fo( ' affirm heft),' a his (' •. —bY __ .�— Wha Is/aree personirlly known to me or Figs/have p ocruc d Who islare son Ic tawn to me or he+as Identifl attend Identlflcatlon _ — --- -- hlota Public _ -- u — _ Notary Public Co misslo _—. __ 9II �—•._.. —..� Commission No. — __.____ --- — ar : blflr711sSiora 4 FF 150422 ci stamped - - Namo of Notary typed t1;`sta �uutrovrWnina"rnnnaeooaasao�e Narnei of Notary typed,printed r p ��— _� ---. N) C> STORE COPY INSTALLATION SERVICES CUSTOMER'CONTRACT-MWORK-INTIEXTIPATIO,DOOR LOWES OF ZEPHYRHILLS, FL,STORE#1854 STORE PHONE:(813)838-9000 W of ft- 7921 GALL BOULEVARD SALESPERSON:ROBERT FATZINGER ZEPHYRHILLS, FL 33541 SALESPERSON ID:1430167 Document Print Date:03(1312018 This is only a Ouote for the merchandise and services printed below.This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree- ment, including the specifically completed pages of this document: the Terms and Conditions'included with this document,the applicable portion(s)of Lowe's receipt,and any other addenda or attachments hereto,shall be referred to herein as this"Contract." PLEASE REAL)THIS ENTIRE DOCUMENT,INCLUDING THE"TERMS AND CONDITIONS,"BEFORE SIGNING. Lowe's Registration or Contractor License Number I Lowe's Contractor Name Florida Contractor License Number CGC1508417 Cn Customer Name Home Phone rt S P'AM511LA KUPCZYK 813780-9190 0 Ci4slorn&Address Other Phone 37128 CULLENS TRILtin 4N L city State I Province Zip I Postal Code 00 D ZEPHYRHILLS FL 33542 Installation Address W 0* C> 37128 CULLENS TRIL %0 T Installation City Installation State/Province Installation Zip/Postal Code C) 0 IZEPHYRHILLS FL 33542 00 V V MERCHANDISE AND INSTALLATION SUMMARY Coll (A ry MERCHANDISE SUMMARY 10 10 o C> 673405:QUOTE#4739: SOS: MAS COMMODITY SM FG PAINT: PAINTED MODERN WHITE PAINTED MODERN WHITE (2)TRIPLE UNITS SEE DRAW- INGS FOR SWINGS : DOOR FABRICATION SERVICES ING- OTY 2 34661 : L04356210:STK: PJFCSE356 2-1/4-INX11/16-INX10-FT- PJFCSE356 2-1/4-INX1 1116-INX10-FT: EAST COAST MILLWORK DISTRIBUTI -QTY 3 85312:07526: STK : ET 10-FT WHITE PVC BRICK MOULDING : ET 10-FT WHITE PVC BRICK MOULDING : EAST COAST MILLWORK DISTRIBUTI-QTY 3 171486:07318 : STK :314-INX3-112-INX12-FT PVC TRM BRD: 3/4-INX3-112-INX12-FT PVC TRM BRD : EMPIRE COMPANY, INC.(THE)- OTY 4 209620:07318 : STK:314-INX3-1/2-INX8-FT PVC TRIM BRD :3/4-INX3-112-INX8-FT PVC TRIM,BRD-. EAST COAST MILLWORK DISTRIBUTI -CITY 4 673397 ; SOS : MAS DECORATIVE STEEL PAINT: ENTRY/EXTERIOR, SINGLE UNIT, DESIGNER FULL OVAL HAMPTON - : DOOR FABRICATION SER- L4 LAI Store 1854 Project No. 532645396 for PAMELA KUPCZYK Page 1 of 8 rQ STORE COPY 00Co I VICES INC-OTY 1 C> Materials Price $6"1-0 —W W INSTALLATION DESGRIPTION N) Stock or SOS:SOS Door Type : Patio Select Location : Back Door 2 Select New Door: Hinged J French Side Lights or Transoms: No Hidden Damage Description:None Number of additional holes bored for accessories: None Install Specialized Mortise Hardware No Stock or SOS : SOS Door Type. Patio Select Location: Back Door 1 Select New Door: Hinged/French cr) 0 Side Lights or Transoms :No Hidden Damage Description : None -0 3 Number of additional holes bored for accessories None Install Specialized Mortise Hardware: No rt Stock or SOS: SOS Door Type: Exterior Select Locatiori': Front Door Select New Door.Single Pre-hung o* %T1 Hardwood (Mahogany or Oak) Door : No Side Lights or Transoms: No 4*_ Hidden Damage Description : None Number of additional holes bored for accessories : None 00 Install Specialized Mortise Hardware: No Install Storm Door: No (A 00 Total Linear Feet of Custom Trim to be Installed 0 Deliver Door: No W co Customer Understands Scope of the Project:Yes Permit Required : Yes C> Who Will Obtain Permit:Third Party Permit Fee :Yes 0C>0 Additional Miles Traveled over 20 ; 0 Bring Up To Code Description None V Local Disposal Fee:Yes Describe Other Work Needed oversized door per panel fee, cut the front door V and frame in fees o* Other Work Charge:Yes Comments : No Comment ry a, Lead Safe Practices; No %0 NO %o c:> Labor Charges 1 $2690.001 Detail Deduction 35-001 Additional Specifications: Notation: Lowe's will not make structural modifications, paint or stain or removefreinstall security system equipment. Customer is responsible to advise if prop- erty is governed by Historic District Regulations. ` Store 1854 Project No. 532645396 for PAMELA KUPCZYK Page 2 of 8 N STORE COPY I- 00 Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right Important Lead Hazard Information for F, 'e3 1:� Child Care Providers and Schools- By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing 1� Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. where rt 19 PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of the Premises where In- rev stallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest in W and to the photographs for use in all markets and media, worldwide,in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in N) print andlor electronically, and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing,advertising, publi- city, illustration,training and Web content. By initialing here,Customer agrees to the foregoing. [Customer to initial to the left]. .NOTICE TO CUSTOMER - PRICE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract Price may include more Goods than actually will be installed based on the measured square footage of the Project Area. As a result,the parties agree that the lump-sum Price stated in this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract(including waste). By signing this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded once the Installation Services are performed.. NOTICE OF ARBITRATION AGREEMENT C.0 This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract(EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND —4 MORE LWITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY--A-,`tOURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION 0� TION ADJUDICATION found in the Terms and Conditions of this Contract %A o* TOTAL'CHARGES OF ALL MERCHANDISE AND SERVICES C N, 00 'where applicable %0 C> SUB-TOTAL $9226.0( � 00 *TAX $ 0.0( V DELIVERY $ 79.0 V co ORDER TOTAL $9305-0 BALANCE DUE 0%W NO CD Work is to commence upon reasonable availablity of Contractor which is anticipated to be 1011AIA [fill in date]. Estimated completion date is Al/v 6.w A Tfill in date]. _W NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation LAI Store 1854 Project No.532645396 for PAMELA KUPCZYK Page 3 of 8 N -- - - - STORE COPY o necessitated by.defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- w er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON w THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME,OF SIGNATURE. N NOTICE TO OWNER:-ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAIN (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT w PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR 0 CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM- I PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, 't AND IT IS RECOMMENDED THAT YOU CONSU_rL,ITjAN ATTORNEY. WITNESS OUR HAND(S)AND SEAL(S)BELOW THIS l�`j' DAY OF 00 Lowe's Home Centers, LLC os w 00 By: _ (Seal) wos `o C> Print Name: ono b (Seal) v Address Owner co NO City State!Province Zip!Postal Code Print Name b — o N (Seal) Co-Owner or Witness Print Name v Customer acknowledges receipt of a true copy which was completely filled in prior to Customers execution hereof. You the customer may cancel this transaction 01 at any time prior to midnight on the third business day after the date of this transaction.See the attached Notice of Right to Cancel for an explanation of � 1 w Store 1854 Project No. 532645396 for PAMELA KUPCZYK Page 4 of 8 N O 00 t O W Door Detail Specifications Holley Dev Corp P5 t584 w Please provide draw:rg iroa-m onst;e t.Strv,5n irk info or r:pht L� �• Date: 2/12/2018 Ycte intt•-torr Eater�or w`•:4 .1� Let FidnJ Right Ha id N yI w Store K: 1354 Custorne-: PAMELA KU?CZS`K a Patio Swing:A=Active,I=Inactive Customer Phone: sliders:x-a«i•.e.O=Inactive CD Customer must be home for installation o Customer to apply finish(paint/stain) L5 FxtetiCr•Note fin?sh of home: O0 Door units to measu.- one door per roar-all measi re�Ee mt,sc be an inches. Store 1911 and 2350 get glazed openingsQ' w 00 q W Prehung Location Rough 0c%!ntn, 00 %0 O Strom Entry Sidelight Transom Patio-Swing Patio-Slider Interior or Slab Comment Width Height Width Height lamb Depth i 00 1 1 LHOS 93 78 4 9/16 v Z 1 RHOS 93 78 4 9/16 v 00 3 LHIS FRONT 371/2 811/2 4 9/16 w 4 a No 5 NO O N 7 } b FRONT DOOR-3-2 1/4 COLONIAL CASING, 37 V 7�f oaf 3 � Page 4 of 4 � � .J w� •.n Page 1 of 2 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12509-R5 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived .1 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 q customerserviceagents@jeld-wen.com Quality Assurance Representative q 4;rI6 P4'?/Y' 4 Address/Phone/Email oR'o � F48/oq��o, '04 y Category Exterior Doors ®/ -°C�'s o �J? G H/y�� Subcategory Swinging Exterior Door Assemblies p/�►joA,� �, V�/`/bG Compliance Method Certification Mark or Listing ?p, ?/��� Certification Agency National Accreditation&Management I ituute�rf// i �+ 1;,.. 4� Validated By National Accreditation&Management Ins ttgi ,� 1,� � Referenced Standard and Year of Standard ( ) Standard egm ASTM E330 2002 ASTM E331 2000 » TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 12509 R5 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Product Approval Method Method 1 Option A Date Submitted 10/02/2017 Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Summary of Products http://www.floridabuilding.org/pr/pr_app_dt l.aspx?param=wGE V X Q WtD gvG4Aty 8 UaHd... 3/14/2018 Page 2 of 2 FL# Model,Number or Name Description 12509.1 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+45/45 Installation Instructions Other: FL12509 R5 II JW192008 SS 2015-01-07.pdf Verified By:Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party:Yes 12509.2 Finishield/Gladiator 12'-5"x 640",Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861_R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+551-55 Installation Instructions Other: FL12509 R5 I] JW192008 SS 2015-01-07.odf Verified By:Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party:Yes 12509.3 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+45/45 Installation Instructions Other: FL12509 R5 II JW122008 SS 2015-01-07.odf Verified By:Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3320 SS 201.510107.odf Created by Independent Third Party:Yes 12509.4 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure:+551-55 Installation Instructions Other: FL12509 R5 II JW122008 SS 2015-01-07.pdf Verified By:Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 3/14/2018 MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE 148 1/2"MAX OVERALL FRAME WIDTH JELBrWEN® TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. FRAME WIDTH 37 1/4'MAX. 74'MAX. FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH 35 3/4"MAX, p GLAZEDI2-Ox6-8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4'MAX. 721/4"MAX. PANEL WIDTH J IDENTIFIED IN THE FBC. PANEL WIDTH—' DOUBLE PANEL WIDTH 0] GENERAL NOTES SEE DETAIL A uj 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 U 0 THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 OTE 6 6 OTE 6 Z d ¢� SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN z w u 00 EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM LLI Y X 00 E331-00 AND ASTM E330-02. Q Q 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED 21 1/8' 21 1/8" 21 118" .01 21 1l8" —7-1 ❑ n LO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .j M Q NOTES: = MAX. MA AX. MAX. O = U1 n J= 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE 1-ALL VIEWS FROM EXTERIOR. w D.L.O. + D. .O. D. O. ' D.L.O. c9 COY D 2-MULL POSTS&DOUBLE BACK = WIDTH DTH WID�-I WIDTH o w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � x 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS ARE INTERCHANGEABLE.(SEE OPTIONAL CROSS SECTIONS) 26 w 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE w REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR E ;000.. APPLICATIONS REQUIRING DP-45 OR O 7 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, LESS. J r INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO 7 B __, D INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS �� 4-MASONRY AND CONCRETE INSTAL- NOTE 7 0 NOTE 4 0 0 BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. CATION DETAILS. � 7 25 rn "w 5-POSITION AND NUMBER OF o N E ❑w fn z 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH a0 8 0 NOTE 2 O w U) z 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR SIDELITE JAMB WILL BE ; NOTE m <❑0 O O GREATER. THE SAME REGARDLESS OF ROUGH o \ / f r g 0 3 j OPENING TYPE. FOR HORIZONTAL O CROSS SECTION IN 1X BUCK OPTION o Q w IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED =0 m m v SHEET 8 FOR DETAILS. L I I DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN g g ASTRAGAL w- w o' OTE 4 NOTE 4 z w o w FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR 5 SURFACE BOLT 5 5 6 JAM BACK LL U,E w JAMB MULL POST SUBSTRATE WITH LMC ADHESIVE. DETAILS. MULL POST SEE NOTE 3 SEE DETAIL B n ❑ CORE,DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNIT(OXXO) o wy EXPANED POLYSTYRENE(EPS). of SCALE:1/2"=1'-0" PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED In m STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0' WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED CO O AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w z 38,400 si.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w r O w w p ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS z qw 3 W THE WOOD LOCK BLOCK IS 1.688"X 3 1/8'X 12". POSITIVE �+45 *+55 +30 POSITIVE +45 +55 z w LL z to FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE NEGATIVE -45 -55 -45 NEGATIVE O w O�O=og CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A 45 55 ❑t 0 z J ❑¢w- c9m NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 0 d O a❑❑O_U w CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTS y 0.❑a O SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) w FOUR 16 GA.7/16'X 2"STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION RATIO=OH LENGTH/OH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 N N o o w JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS&GENERAL NOTES a w PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED TYPICAL ELEVATIONS N rn F THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. ;:I N fO❑ END.A 3/8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD 5 VERTICAL CROSS SECTIONS&B.O.M. ``��TYPICAL ELEVATIONS �tls F.Llrr���Reason:I am approving this document O AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED Cry p 6s5e:2015.01.07 14:55:55-05'00' ❑ O m a z USING TWO#6 X 1 1/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS —OH LENGTH _ BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO 7 HORIZONTAL CROSS SECTIONS Z�,:'�C. Ao DATE: 8/12/08 THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER 8 HORIZONTAL CROSS SECTIONS / " RERO scuE:AS NOTED STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& 9 ANCHORING LOCATIONS&DETAILS f HERMES P.E.F.N O.737 10 ANCHORING LOCATIONS&DETAILS * ' * FLORIDA .E N0.73778 DING.BY: WBD THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE \ 11 ANCHORING LOCATIONS -O ' T�T♦L 398 E.DANIA BEACH BLVD. CHIC BY: S.FREY EXTERIOR USING 1199 SILICONE. \ ON 1� ' 12 UNIT COMPONENTS&DETAILS O ••;9( P,� <4 SUITE 338 13 VENT LITE DETAIL \ OO Ht1cHr % �_�� DANIA BEACH,FL 33004 DRAWING NO.: 14 VENT LITE MATERIAL LIST \ DOOR �����s`S/ONAL E�G� FBPE CERT.OF AUTH.NO.29578 JW122008 SHEET 1 OF 14 112"MAX.OVERALL FRAME WIDTH 111 1/4"MAX.OVERALL FRAME WIDTH 37 1/4"MAX. 74"MAX. 37 1/4°MAX. 37 1/4"MAX. 37 1/2"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. 36 3/8"WITH 35 3/4"MAX. p PANEL WIDTH ASTRAGAL PANEL WIDTH 35 3/4"MAX. 35 3/4"MAX. PANEL WIDTH PANEL WIDTH NOTE NOTE SEE DETAIL A p 6 6 I> U7 6 SHEET 6 > o 6 OTE 6 6 NOTE 6 SEE DETAIL A m 0 SHEET6 7F cl) f z0 <Ir F, 21 1/8" 21 1/8° 21 1/8" Z O Q coM x MAX. MAX �AAAX. EL LL N 21 1/8' 21 1!8" 21 1/8' w D.L.O. D. .O. D. O. Z Y m:a LU �0 = MAX. MAX. �uIAX. x WIDTH WID F Q H r w D.L.O. ' f D.L.O. ' D. O. J Q x J Q LO = WIDTH WIDTH WID F o w 0 � Q J O x � G J w n J= Jc7 O w --aMYD A Q. p A F z NOT p O p p NOTE 4 p 7 � a FNOTE4 NOTE4 o p r m 8 °D NOTE 5 NOTE 2 O r NOTE 2 NOTE 2 p / � \ / 0 "NOTE 5 / NOTE 5 r `D f w W ED wow O B f FIXED INACTIVE ( ACTIVE Q ow cn Li �­FIXED FIXED I ACTIVE OTE 4 ASTRAGAL Ej &OTE 4 �31 -O NOTE 4 NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT o OO 5 6 ffi6 5 SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B w 0 0 r� w MULL POST SHOWN SURFACE BOLT NOTE 4 SHEET 6 =0 m w DBL-BACK JAMB MULL SEE NOTE 3 112"MAX.OVERALL FRAME WIDTH Z wow POST OPTIONAL 37 1/4"MAX. 37 1/2"MAX. 37 1/4'MAX. TRI UNIT(OXX)OR(XXO) LL H N < U TRI UNIT(OOX)OR(X00) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:1/2"=1'-0" I o a SCALE:1/2"=1'-0" 35 3/4"MAX. 35 3/4°MAX. o SEE DETAIL PANEL WIDTH PANEL WIDTH SHEET 6 6 NOTE 6 OTE 6 6 a C7 a Jmm r `21 1/8" 21 1/8" 21 1/8" NOTES: w w x MAX. _ qX. MAX. 1-ALL VIEWS FROM EXTERIOR. w J c7 D.L.O. D. O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. < 0¢ = WIDTH WI WIDTH WIDTH H (SEE OPTIONAL CROSS SECTIONS) I p¢a z p x 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING L)w U❑0 -1 DP-45 OR LESS. o¢ 0 0 j x 4-MASONRY AND CONCRETE INSTALLATION DETAILS. of a a v w 0 z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, ¢ LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME �* o NOTE 4 p p p' NOTE 4 O o REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N o o w CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE, N Q m 4 o p NOTE 2 N T`2 O SEE SHEET 8 FOR DETAILS. N 0 m �'1 c °r 6-FOR VERTIC WAXIfKD}})N iX BUCK OPTION IN H NOTE 5 SLF�MASONR 5RE O SHEET 6 FOR DETAILS. O m<z m / .� ` �O DATE: 8/12108 1Li scAE:AS NOTED FIXED ACTIVE FIXED _* '�:'�,^ HERMES F.NORERO DWG BY: WBD _ FLORIDA P.E.NO.73778 SEE DETAIL B NOTE 4 T T CHK BY-. S.FREY NOT 4 =:�/ / 4r 398 E.DANIA BEACH BLVD. SHEET 6 5 O� .... ?�: SUITE 338 DRAWING NO: SURFACE BOLT MULL POST SHOWN- TRI UNIT(OX01 ii��Ccss aG�``�zl DANIA BEACH,FL 33004 JW122008 SEE NOTE 3 DBL-BACK JAMB MULL SCALE:1/2"=T-0" �i /ONAL %% FBPE CERT.OF AUTH.NO.29578 POST OPTIONAL ���i�/111111����� SHEET2 OF 14 0 m r` 0 rn J m m - ~ J Z 0 C`7 Z w 00 74"MAX,OVERALL FRAME WIDTH J Q 72 1/4"MAX.PANEL WIDTH u7 35 3/4"PANEL WIDTH 74 3/4'MAX,OVERALL FRAME WIDTH SEE DETAIL A 37 1/2"MAX 35 314"MAX. 35 314"MAX. SHEET 6 FRAME WIDTH LU M Y a SEE DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A `— 35 3/4-MAX [SHEET6 SHEET 6 PANEL WIDTH 36 3/8"WITH 6 CITE 6 6 OTE ASTRAGAL 6 OTE 6 ']I L6 f' OTE 6 21118 21 1/8" � O = � J❑ W x_J . o4 0 w wMp / w D.L.O.. . . . D. .OWIDTH DTH w )DTH WI WIDN ❑ = 90w❑ Zt- 211/8 21118" MAX. MA 21 1/8 �... 7 ❑ x O O W O w ❑ >7 Q O - z > G ❑ 2 co > 0 w � B 0 7 ¢ O p 7 WOO w z NOE4 O a F 9w x❑a' m ENO 4 ® NOE4 �o a m K 8 8 p 7 ¢ �WXww NOTE 4 g NOTE 4 a z w o m ¢ m 0 NOTE 2 \ m 8 r LL F N a c� o \ / B NOTE 5 n NOTE 4 c~i m❑ m OTE 5 NOTE 5 °D a u ~ io L= A\i / f m OTE 5 a a s FIXED ACTIVE m N 3 m INACTIVE ACTIVE ACTIVE NOTE 4 5 OT 5 w w NOTE 4 SURFACE BOLT SEE DETAIL B SURFACE BOLT 5 5 6 NOTE 4 a m ASTRAGALle SEE NOTE 3 SHEET 6 SEE NOTE 3 z z to SEE DETAIL B '--❑¢a z SURFACE BOLT v w= SHEET 6 SEE DETAIL B D ❑O SEE NOTE 3 DUAL UNIT (OXIDUAL UNIT OR�XO� SHEET 6 SINGLE UNIT) m o ui T DUAL UNIT (XX) SCALE: 1/2" =1'-0° SCALE: 1/2" =1'-0" a� SCALE: 1/2" =1'-O" v o o am NOTES: c`V o o w N� 1-ALL VIEWS FROM EXTERIOR. N rn r¢ 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. `�O❑ ONAL CROSS SECTIONS) 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING `��` ES F'1�10'',��ii U m¢z DP-45 OR LESS. 4-MASONRY AND CONCRETE INSTALLATION DETAILS. r ,'� �p DATE: 8/12/08 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, _ 7 scALE:AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME _* * HERMES F.NORERO DWG.BY: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL o TFLORIDA P.E.N0.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, =. /R7/ 398 E.DANIA BEACH BLVD. CNKBY: S.FREY SEE SHEET 8 FOR DETAILS. ��px "....�P'�2�� SUITE 338 DRAWING NO.: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN �i��00 C1 '�` DANIA BEACH,FL 33004 JW122008 MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. ''���,�p�N�;E```�� FBPE CERT.OF AUTH.NO.29578 sREET 3 of 14 105"MAX.OVERALL WIDTH 15 1/2"MAX 89 1/2"MAX.OVERALL WIDTH 37 1/2'MAX SEE DETAIL A FRAME WIDTH 15 1/2 MAX' 74 MAX.FRAME WIDTH FRAME WIDTH SHEET 6 FRAME WIDTH��36 318 WITH 35 3/4 MAX DETAIL A 36 3/8' 14"MAX. 35 3l4'MAX 5 3/4" 14'MAX. ASTRAGAL PANEL WIDTH SHEET 6 PANEL WIDTH MAX WI ASTRAGAL PANEL WIDTH PANEL WIDTH cc D.L.O. OTE 6 6 NOTE 6 6 NOTE 6 SEE DETAIL A p 53/4" I SHEET6 6 OTE6 J MAX.D.L.O. OTE 6 [D O I- U) Z O < 21 1/Q' �1 1/8' J 19518' p d LLLL N 00 NOT MAX. L.D. M D.L.O. = 21 1/8" 11/8" _ MAX. Z Q MAX.f Z. M D.L.O. D.L.O. d W Op O w NOT 2 7 / \ F = WIDTH 2 t] r- 2 Lo p w O W W v U -1 n J= 7 o w x x = 8 LU -Wj co `, O O NOTE 2 7 z ¢4 11 W Lu Ti v F w O v Lu rcl� ¢ '� 0 w m NOT NOTE 4 a m a O NOTE 4 a NOTE 4 0 0 NOTE 4 a O n 2 NOTE 1 rEl \ / ^ rlRN °D ^ o ^ O NOTE-5 NOTE 5 m aD 00 \f / % NOTE SO wW FI ED INACTIVE ACTIVE FIXED FI D INACTIVE ACTIVE ACTIVE o p Z m 5 6 5 6 NOTE 4 SURFACE BOLT g?3 O OTE 4 ASTRAGAL SEE NOTE 3 QUAD UNIT (OXXO) 6 NOTE 4 SURFACE BOLT SEE NOTE 3 j(5 SURFACE BOLT o O SEE DETAIL B SCALE: 1/2" =1'-0" NOTE 4 5 SEE DETAIL B SEE DETAIL B SEE NOTE 3 w O O w ASTRAGAL SHEET 6 SHEET 6 SHEET 6 x o 19 m W 681/2"MAX.OVERALL WIDTH TRI UNIT (OXX OR XXO SINGLE VENT UNIT " �L`x° . - 53"MAX.OVERALL WIDTH ( Z W o m Q 371/2'MAX. 151/2"MAX. 371/2"MAX. SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-O" L.F,O m O FRAME WIDTH ~ m= a a FRAME WIDTH 0 w o NO E 6.. FRAME WIDTH 35 314"MAX. 35 3/4'MAX. 15 112"MAX. 14"MAX.PANEL WIDTH PANEL WIDTH ¢im a 5 3/4' 6 V PANEL WIDTH FRAME WIDTH NOT 6 MAX.D.L.O. 14"MAX. 5 3/4"MAX.D.L.O. 6 O> SEE DETAIL A 6 OTE 6 PANEL WIDTH SEED TAIL A OTE 6 m SHEET 6 SHEET 6 NOTES: w m w 1 1/8" 1-ALL VIEWS FROM EXTERIOR. 4 (9 m �1 1/8" Z.D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z Z N m MAX D.L.O. (SEE OPTIONAL CROSS SECTIONS) U W=o ZO 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING o¢uj O O m o w o w w DP-45 OR LESS. 0 a a v w Jo x NOTE 4 x w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a Z) x A � 7 w 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, v 7 NOTE 2 z A NOTE 4JID 0 ¢ LL LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o o rn 8� NOTE 4 0 a O ° REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N T. NOTE 2 G O NOTE 4 o m CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, Q a m o � A SEE SHEET ' TAILS. ci A L � °�^° NOTE 2 / ^ 0 6-FOR VERT�GI�L dlfjy,l 1X BUCK OPTION IN °' MASON�317 �HEET 6 FOR DETAILS. U NOTE 5 / NOTE / -l6 O E 5 1,r : , -.�0 % DATE: 8/12/08 7 scALE:AS NOTED ACTIVE _* *+ HERMES F.NORERO Dwc.sr: WBD or [FI D SEE DETAIL B ACTIVE FIXED _ .fl FLORIDA P.E.N0.73778 SEE DETAIL 398 E.DANIA BEACH BLVD. cHK.BY: S.FREY SHEET6 O ( P;' lu SHEET 6 NOTE 4 .L� 0 SURE 338 DS WNG NO.: NOTE 4 5 5 5 6 G� �� DANIA BEACH,FL 33004 5 5 6 DUAL UNIT SOX OR (XO) SURFACE BOLT �����5`S/ONALE����� FBPE CERT.OF AUTH.NO.29578 JW122008 NOTE4 SURFACE BOLT TRI UNIT (OXOI 6 NOTE4 SEENOTE3 ���i�/1I�IIf11��� SHEET4 of 14 6 5 SEE NOTE 3 SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-0" 1. MIN 1"MIN 1" 1"MIN 1" 1'MIN Item DESCRIPTION Material MIN. MIN. 1 HINGE JAMB 1 1/4"x4-5/8"FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1/4'x4-5/8-FINGERJOINTED PINE PINE al 5 28 5 28 N� 5 28 3 LATCH JAMB 1-1/4"x4.518"FINGERJOINTED PINE PINE F z SHEET 6 Y z SHEET 6 z SHEET 6 4 SIDELITE JAMB 1-1/4"x4-518'FINGERJOINTED PINE PINE 0 rn x Z 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112'MIN.EMBEDMENT STEEL 29 2 29 Z9 6 4"x 4"BUTT HINGE 12GA. .089"MIN STEEL m O co _ / 7 #8 x 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL Uj ( 2 1 2-1 x Z I 8 #8 x 1 112'PHILLIPS FLATHEAD WOOD SCREW STEEL U Q J Lo 9 3116"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z O Q Cli M A _ 10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL Z W LL 000 47 I- 11 AFCO A-297 OUTSWING BUMPER SILL 6063-T5 AL/COMP.IPV W Q I= SEE DETAIL A 16 SEE DETAIL A 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVLco Q SHEET 12 37 36 w 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-OLH-R17 6063-T6AL ALUMINUM nLo 10 SHEET 12 16 SEE DETAIL 16 14 #8 X 1"PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W n -_ 31 A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEEL Y d 31 16 TOP RAIL LAMINATED VENEER LUMBER LVL 30 45 46 30 17 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL 30 r 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 21 21 40 20 LOCK BLOCK 1.688 X 3 118"x 12"LG PINE PINE 0 1.00"O.A. C 21 ODL LIP-CITE FRAME#686-BICVJD NOA:#13-0219.03 POLY-PROP. o INSULATED 1.00"O.A. w 22 1.00"O.A.INSULATED TEMPERED GLASS GLASS w w TEMPERED GLASS— INSULATED 23 16 Ga.7/16'CROWN x 2"LONG STAPLES STEEL OO o Fw. f 'e. o = TEMPERED GLASS o ":,'". w 24 CORRUGATED NAIL 1/2"x 1 1116"25 GA STEEL w co 01 p w o _ 25 KWIKSET LOCK SERIES 400 STEEL p z z0 w 26 KWIKSET DEADSOLT SERIES 980 STEEL g 3 0 w �° w `D J 27 #8 x 21/2"PHILLIPS FLATHEAD WOOD SCREW STEEL o j uwi SEE DETAIL A � z SEE DETAIL'A SHEET 7 w as SHEET 7 w z = 28 2x WOOD BUCK GRID 2 SOUTHERN YELLOW PINE WOOD w O WOO J rn w a c9 29 NON-COMPRESSION SHIM 114"MAX.THICKNESS WOOD =o m O w a 30 = 30 EXPANDED POLYSTYRENE 1.0 TO 1.251bs DENSITY MFG BY JELD-WEN FOAM z w o w O g / 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL w r N a a w 22 n 31 z A-525 COMMERCIAL QUALITY 0.018'MIN.THICK.) GALVANIZED O W o F 1.9 32 VINYL DOOR BOTTOM SWEEP VINYL o w m 21 / o} / 33 CORNER PADS 2,LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a °5 21 a SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP o} 30 O CL 0 °r' 34 #6 x 1 1/2"PHILLIPS WOOD SCREW STEEL N 3 m N N 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVLcop 31 30 36 3/8'QUARTER ROUND MOULDING WOOD w E--w 40 uj 37 SILICONE BEAD DOW 1199 SILICONE 2 J Z z W co 10 38 A CO A-496 THRESHOLD OPTIONAL 6063 TS AL/COMP. z w w z�co17 39 ASTRAGAL THROW BOLT,STEEL ROD,5116 DIA.x 18' STEEL H o C9 w a o z 32 10 17 32 40 IVES SURFACE BOLT#454 8.0"L X 314"W X 1l4"THK. STEEL =a¢w z� .055 O 44 41 ODL MODEL 799 VENTED HALF LITE PLASTIC w a:0ooaoaOw 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD a O a O a lof 38 11 32 45 46 c0 43 SEX BOLT 10-32 X 1-9/16 LG X 5116 BARREL STEEL 0 38 11 ' 44 IVES SURFACE BOLT SPACERS STEEL N N N o w NOTE 1 I �_ } 45 IVES SURFACE BOLT STRIKE PLATE STEEL N a o 1 }i: '';;::: 37 SHEET 6 46 #8 X 3/4"LG FLATHEAD WOOD WS FOR STRIKE PLATE STEEL 5 NOTE 1 47 1 1/4"BRAD NAIL 18 G %%% �ii STEEL iv m 5 HEET 6 I NOTE 1 �� �i o O m Q O w z M 'I g I 5 HEET 6 I G Y S� DATE: 8/12/08 w 1" 28 w 1" 1"MIN 28 w--11 28 ti Z:' \, O MIN 1"MIN MIN 1" j 7 z s�uE:AS NOTED 4. $.. . MIN 1"MIN =* L����7777FFFFJ * HERMES F.NORERO owc.By. WBD VERTICAL CROSS SECTION, T FLORIDA P.E.N0.73778 ACTIVE DOOR TYP. VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY A g SIDE LITE TYP. C SURFACE BOLTS TYP. O ( P;' �u SUITE 338 5 WOOD FRAME INSTALLATION t�1 DRAW NG12 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION '�� SS �G� � DANIA BEACH,FL NO. JW122008 SCALE:3"=1'-0" �i� /ONA>r E `�� FBPE CERT.OF AUTH.N0.29578 SCALE:3"=1'-0" SCALE:3"=1'-0" �i���tlit�tt��� SHEETS of 14 1'MIN.EDGE 1'MIN.EDGE DISTANCE 1'MIN.EDGE II— DISTANCE 1'MIN.EDGE m -I1"MIN. --- 1"MIN. DISTANCE I DISTANCE 1"MIN. am 1"MIN. o Z 9 28 42 NOTE 2 w 9 28 42 NOTE 2 Cl } i - 9 z_ 9 _i > IY a.11. y.. :4 • : 2m �m �' Q u .:. .: ' • U J 7 29 29 42 ^ 42 Z d <LL N } 2 2 L L WY =o ......... -� 29 -�— .. 29 _3 a �I— 47 ' � oN ER w W n J2 16 36 x 07 rn SEE DETAIL A 37 16 w SEE DETAIL A SEE DETAIL A SEE DETAIL A x SHEET 10 SHEET 10 SHEET 12 w SHEET 12 10 31 1"MIN.EDGE 1"MIN.EDGE DISTANCE DISTANCE 30 31 30 /C1 VERTICAL CROSS SECTION rD1 VERTICAL CROSS SECTION 00 1 6 FIXED UNIT 1X BUCK OPTION IN OPERATING UNIT 1X BUCK OPTION IN o 21 6 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w w SCALE:3"=1'-0" SCALE:3"=V-0" op w 2 1.00"O.A. O w cn ~ 1.00"O.A. z INSULATED O INSULATED d 1 518" EDGE OF D o(D 00 TEMPERED GLASS — p F TEMPERED GLASS o 1B" PANEL \ g 3 3 U EDGE O \ O w O 2 !2 (9 / PANEL of O O - w is 2 Fw-' eo _ ( 1 mow m Q co SEE DETAIL A X �i W SEE DETAIL A w w / 22 `° z w o ' O SHEET 7 w m a SHEET 7 a 11 / F w En Z2 ¢ w 22 w1 1- o z1 �1/\ 118" } } � i 1 s/a" � 3 In / D- 21 / 2:D DETAIL A SURFACE DETAIL B SURFACE BOLT TOP LOCATION BOLT BOTTOM LOCATION 30 N SCALE:2"=1'-0" SCALE:2"=1'-0" w 30 T z O 31 z~� NOTES: O W=o O 17 31 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. o o w= 10 17 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS d EL0-p w 37 CNV D SHEET 6. HORIZONTAL SECTIONS:DETAILS L M SHEET 8. v o 1" 32 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N o o w 38 11 MIN 1" 37 CONFIGURATION. N B3 o 38 11 MIN 4, OPTIONALLY,ANCHORS CA �Gf AEF'q IN NARROW SECTION OF HEAD OR JAMB 32 AS LONG AS MINIMUM`F{i$ tE/QT�I�tEVED. O m<p Cn z �x ,.. l DATE: 8/12108 `:O SCALE:AS NOTED ° " 9 °'' 9 =* 7 "�:'�. HERMES F.NORERO I DWG.BY: WBD I— I w -D T Q; FLORIDA P.E.N0.73778 w MIN MIN Y"— MIN MIN. �OC4�� 398 E.D NIA SUfiE338 BEACH BLVD. CHK BY:DnnwNCN S.FREY A VERTICAL CROSS SECTION ACTIVE DOOR TYP. VERTICAL CROSS SECTION,SIDE LITE TYP. '��FS G�=� DANIA BEACH,FL 33004 ,JW722008 MASONRY AND CONCRETE INSTALLATION IiA SCALEN 3Y ANOD CONCRETE INSTALLATION i�i� N;;E�`��� FBPE CERT.OF AUTH.NO.29578 SHEET 6 of 14 SCALE:3"=V-0" 1 1 114 MAX. 1 MIN.EM-1 SHIM SEE DETAIL A 12 301 3 .-— 29 1�Rl 31 30 1 z 40 SHEET 12 37 10 1 s :iu 1 CD 37 21 30 31) 18 31 nn 21 co J- (py T r- 31 30 21 2 22) lu 22 0) > of z SEE NOTE z 9 • Do 1-- U)r- NOTE 2 23 36 8 6 7 INACTIVE EXTERIOR 7 6 1) 6 4 Er -1;• 23 NOTE 2 EXTERIOR EE NOTE 2 z 0 -j EXTERIOR EXTERIOR HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION < LL 04 NOTE 4 28 42 36 47 LLJ 00 HORIZONTAL CROSS SECTION 7 SCALE: 2"=l'-0" LLJ <y M 00 \_Z,/SCALE: 2"=V-0" I \,A HORIZONTAL CROSS SECTION 7 SCALE: 2"=1'-0" "It MASONRY & CONCRETE INSTALL LO SEE DETAIL A 1/4"MAX. co SCALE: 2"=V-0" SHEET 12 SHIM Lu r- 1/4"MAX. 8 4 EE NOTE 4 114"MAX. 3 0 3 --3 c') �e D_ 1/4" HIM 1 1/2" @1 SHIM 1 112" SHIM 1 114* SEE DETAIL I SEE DETAIL A 4 MIN.EMS. SEE DETAIL A rr..;N.EMS. SHEET 1:2 T MIN.EMS. 19 10 z;� SHEET 12 MAX.T SHEET 12 z. 21 2 4;� 31 18 JS 21 18 10 w z ic 0 z 30 5 SEE NOTE I 0 z 9 W 5 SEE NOTE 1 EX Lu 4- . 9 8 (9 5 SEE 3u 7 6 9 8 8 0 w LU u) NO.TE 1 EXTERIOR E /—H`� HOR17ONTAL CROSS SECTION U) SEE NOTE 2 3 4 36 EXTERIOR 2300 U) 7 Y—T— 0 Z \_7,/ WOOD INSTALLATION 05 U) EXTERIOR". 8 HORIZONTAL CROSS SECTION /��G HORIZONTAL CROSS SECTION SCALE: 2"=l'-O" 35 37 :5 - 0 T WOOD INSTALLATION 0 �2 0 rE-' ORIZONTAL CRQSF, SECTION A CONCRETE INSTALL MASONRY & CONCRE SCALE 2"=l'-O" 10 o < WOOD INSTALLATION SCALE: 2"=V-0" 21 30 31 18 19 31 30 22 w0, SCALE: 2"=1'-O" 22 TO . z mom, 0 1/4"MAX. 1/4"MAX. MIN.EMS. SHIM SHIM 21 Ls-F- lo -in 131 'E E DETAIL A SEE DIET L A 19 31) W 0 4 4 7 47 3 0 SHEET 12 SHE 2 0 SEE N �j NOTE 31 30 2 21 30 il a < 31 EXTERIOR z 0>- omm z z SEE NOTE 2 3 EXTERIOR 8 7 6 sf"�L HORIZONTAL CROSS SECTION co 6 \,7 SCALE: 2"=1'-0" HORIZONTAL CROSS SECTION w U)W 9 EXTERIOR EXTERIOR 9 K NOTES: �43�6§ SEE NOTE 2 SEE NOTE 2 3 4 \,Z,/SCALE: 2"=1'-O" 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. z I�� 8 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10).EE NOTE 4 Z 8 �-0<a-z L)W M 0 0 HORIZONTAL L) 1-'\ HORIZONTAL QROS� SECTION (-J CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: uj(9 U5 WOOD INSTALLATION 7.�MASONRY & CONCRETE INSTALL FROM BOTTOM:112",2".3 1/2,20",24 314". 0❑ SCALE 2"=l'-O" SCALE: 2"=1'-00 m L)uj " FROM TOP:1/2%2",3112",20",24 314',39'. EL 4.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS 11/4- J208)42 SEE NOTE 4 E�[ c,114 MAX. C Q SHEET 6. HORIZONTAL SECTIONS:DETAILS L M SHEET& 1 /2" 1 MIN.EMS. SHIM @6@6 @@8 0 w1/4"MAX. MIN.EMB. SEE DETAIL A 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD Z,a�- M:z< SHIM SEE DETAIL A SHEET 12 ANCHOR SCREW CONFIGURATION. A C, 2� SHEET 12 1/2-MIN GLASS BITE 6.OPTIONALLY.ANCHOW WVWED IN NARROW 0 18 31 DOW 119.9 SILICONE 1/8"TEMERED GLASS SECTION OF HE��O"A -mz 31 21 22 Y6W&,&,S MINIMUM EMBEDMENT IS ACHIEVED. -1 m<'51 9 • 10 18 DATE: 8112/08 z ........3/4"AIRSPACE 0 S scALE:AS NOTED 9` 5 7 30 z 1 28 8 9 6 7 1 3/4" HERMES F.NORERO 'DING.BY: WED 29 EXTERIOR z FLORIDA P.E.NO.73778 6 7 EXTERIOR 398 E.DANIA BEACH BLVD. CHK BY: S.FREY N HORIZONTAL CROSS SECTION L ............. SUITE 338 DMWING NO.: HORIZONTAL M CROSS SECTION GLAZING DETAIL A 1/8"TEMPERED GLASS 1�1 DANIA BEACH,FL 33004 JW122008 MASONRY & CONCRETE INSTALL \,Z-,l WOOD INSTALLATION SCALE: 6"=l'-O" NAL. FBPE CERT.OF AUTH.NO.29578 SCALE: 2"=l'-O" SCALE: 2"=l'-0" 11111110" sHEE,�7 OF L4_ 84 NOTE4 3 SEE DETAILA 1/' 1114.S 3 M(19 21 3 31 30 21 Q__\ SH..' ', HIM MIN.E B. 21 30 31 18 91) 3 3a 21 18 18 C) 1� 31 2E TT k "A 2 cy) > NOTE 2" F- 9 NOTE 16 3 SEE E EXTERIOR SEE NOTE z 0 C; SEE SEE NOTE 2 EXTERIOR bt NOTE 2 < SEE NOTE 2 EXTERIOR EXTERIOR EL LL cm 2f w rA \HORIZONTAL CROSS SECTION rff_'�HORIZONTAL CROSS SECTION Q"�HORIZONTAL CROSS SECTION w DID \,�8 SCALE: 2"=l'-0" �8SCALE: 2"=l'-0" CHORIZONTAL ROSS SECTION 8�\_ MASONRY & CONCRETE INSTALL C SEE DETAIL A \,.q�SCALE: 2"=1'-O" SCALE: 2"=l'-O" _J LO SEE DETAIL A 1 1/2" 5 SHEET12 1 1/4" w Lu :e co y a- SHEET12 MIN.EIV B. MIN.EMB. w 1 3 4 (9 w Z all fn w F_ u w Z 42 iA-III ui 10 1 1/4*MIN. w Ln m5 ;T 18 (D 4 z 30 31 19 - 31 30 2 a 11BEDMENT El f4e tj. 0 SEE DETAIL A 0 z NOTE 4- 0 8 Lu 8 0 w SHEET 12 7 6 J. Lu U) w EXTERIOR 1 036 w z 1 1/4"MAX. ( 4_� . , \ N, EXTERIOR 91/(�( 2�� ; ... I U) X EXTERIOR 00 V)SHIM 1/4*MAX. SEE NOTE 2 EXTERIOR OZ 0 SHIM 0 C? 1 �:G, _L rF HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION 1/4"MAX. �_"NtHIORIZ�O TAL CROSS SECTION Elf SHIM �00 \,V WOOD INSTALLATION MASONRY & CONCRETE INSTALL 8 /SCALE: 2"=l'-O" t" HORIZONTAL )SS SECTIONSCALE: 2.=,,-O. SCALE: 2"=I--U-- woo �FIXED UNIT 1X BUCK OPTION IN yc'? .1 z j(D 2 0 1 1/2' SEE DETAIL A MASONRY & CONCRETE INSTALL FU- . N 2� 1 1/4* KW9 In 1/4"MAX- SEE DETAILA MIN.EMB.-i SHEET12 �d (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) L�I-C'4 w Fr 1/4'MAX MIN.EM SHIM co, < 0 SHI SHEET12 0 0: SEE DETAIL A 3 118" 7, W 0 1 112" 19 20 31 0 MIN SHEET12 TEMPERED w 0 w 0 mi .EMB. ' 3 10 25 20 31 q O(D (9 10 19 25 20 31 u� 42 1 1/4'MIN. GO 21 22 2 EMBEDMENTU) z 4 AIRSPACE 30 j 2 2 @/ I F w 3 n 29" EXTERIOR 114"MAX EXTERIOR SEE DETAIL A w 5 27 30 EXTERIOR w HEET 12 0< SHIM w z I I.-U3 29 01 Wo 28 NOTE 4 28 42 MODEL 799 VENTED HALF LITE HORIZONTAL CROSS SECTION w=L3 0 w 0<I,z HORIZONTAL CROSS SECTION rl`�HORIZONTAL CROSS SECTION :3 1-(3 U) <WOOD INSTALLATION (D a_) ui WOOD INSTALLATION MASONRY & CONCRETE INSTALL SCALE:2"=V-0" 29 9 EXTERIOR 0 7> W 0 a- L)U1 SCALE: 2"=1'-0" SCALE: 2"=1'-0" - o T 1/4-mAx. SEE DETAIL A NOTES: SHIM MIN.EMB I SHEET12 Y 1.FOR ANCHOR SPACING(ITEMS#5 OR#9).SEE SHEETS 9,10,&11. M HORIZONTAL CROSS SECTION Q E;mw I 20 31 1/8" 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). 8 /OPERATING UNIT 1X BUCK OPTION IN lu 19 2 EMPERED - "Zb Z;5'� 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: 01wy"& CONCRETE INSTALL 1k,A QR RIGHT-HAND ANCHOR SIMILAR) _MT M-- Q) FROM BOTTOM:1/2".2",3 1/2".20',24 314". (LEFT-HAN FROM TOP:1/2*,2".3 M z",20",24 3/4",39". ti DATE: 8/12108 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS zz 0 7 scALE:AS NOTED /2" C D SHEET 6. HORIZONTAL SECTIONS:DETAILS�LM SHEET 8 2 HERMESRNOREIRO All SPACE 6 6 8 8 DWG.BY: NW4 FLORIDA P.E.NO.73778 WEID III2 @/(�37 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD /4'MAX. 3 EXTERIOR ANCHOR SCREW CONFIGURATION. 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY SH MODEL 79 SUITE 338 DRAWING NO.: 9 VENTED HALF LITE rR`\HORIZONTAL CROSS SECTION 6.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DANIA BEACH,FL 33004 JW1-22008 MASONRY AND CONCRETE INSTALLATION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. FBPE CERT.OF ALITH.NO.29578 SCALE:2"=1'-0" fill, rSHE 8 OF 4 SEE DETAIL E SHT.9 SEE SEE DETAIL A SHT.9 �, SHT,gETAIL A o �� co �{ SEE DETAIL A "" "' n 5"NP — HT.10 p LI i D 9"NP SEE DETAIL D o. � � 6"NP SHT.10 SEE DETAIL A 9"NP m O SEE DETAIL A = °NP I 3"NP SHT.10 O� 5"NP J3'6;YP P SHT.10 U o d _ _ = I I IIIIIII i 1 1 21 1 _ 1 I I I I I 1 1 _� Z O LL N D w H I I 12" I W Q co W 22„ 17 � � - to ui w SEE NOTE 2 —32" w a 9 co W � a= _ i I _ — — coY O eD LL � � � � -42" ro i PBL JAMBS --52" i �JPTIONAL (WOOD INSTALL) 5 —62" — m _ (MASONRY INSTALL) g _ (WOOD INSTALL)5 � o p J�SEE DETAIL B `O (MASONRY INSTALL)g 72" co NP o SHT.10 _ TY r78" I w w / (WOOD INSTALL) I I I I I I I I I I 11 4I I I 1 I — 0 w w z SEE DETAIL F J 9 (MASONRY INSTALL) p w z SHT.g J z ANCHORING.LOCATIONS o— pa ms �SEE DETAIL B $ p SINGLE UNIT (X) �i SEE DETAIL B . 19 2 � SEE DETAIL C SHT 10of SCALE: 3/8" =1'-0" SHT.9 SHT.10 SEE DETAIL C o O=O p W SHT.9 ANCHORING LOCATIONS DOUBLE ANCHORING LOCATIONS DOUBLE =pa0 m p as OUTSWING UNIT W/ 1 SIDELITE (XXO� OUTSWING UNIT (XXl L w w = SCALE: 3/8" =1'—O" SCALE: 3/8' =1 —0" -wU.FfN 0 z �o < a 4 NOTES: w O NOTE 7 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR 0 t NOTE AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR a c7 a s s I \ TOTAL OF NINE FASTENERS PER SIDE °m m 8 \ 7 1 I 1 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS cn 3 1 I NOTE 6 0 o D / ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. NOTE6 c 3. SEE SHEEP 10 FOR LATCH AND HINGE LOCATIONS. 2 W� 34 7 4. SEE SHEET 10 FOR SIDELITE FASTENER LOCATIONS. z z F DETAIL C 5. SEE SHEEP 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR v w=o 0 LOWER SURFACE BOLT STRIKE PLATE DETAIL D QUARTER ROUND MOULDING ATTACHMENT. o¢p O m LATCH & DEADBOLT 0 O ui=> DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a D O ww UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0" SCALE: 1/2" =1'—O" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'—O" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN o o rn BOLT STRIKE THE FIELD. N F SCALE: 1/2" =1'-0" as 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. N NOTE 7 a5 SURFACE BOLT HO %E,,ALSO DRILLED AT FABRICATION WHEN OBOLT LOCATIOkWg' NED. STRIKE PLATES ARE ATTACHEDoIN THE FIV- 0ES 'ice p m¢z •• °�O DATE: 8I12IO6 0 0 ) 7$i t sMe AS NOTED 46 HERMES F.NORERO DWG.BY WBD / = •: FLORIDA P.E.NO.73778 45 NOTE 7 k/+ 398 E.DANIA BEACH BLVD. CMN.BY: S.FREY DETAIL E AT HEAD DETAIL F AT SILL ':.•••.,•P'G�2�;� SUITE 338 DRAWING NO.: i S DANIA BEACH,FL 33004 JW122008 SCALE: 1/2"BOLT PLATE SCALE:SURFACE O BOLT PLATE i�i�'S;ON;;E?`�`` FBPE CERT.OF AUTH.NO.29578 SHEET 9 of 14 SEE DETAIL E SEE DETAIL A SHT.9 SHT.9 SEE DETAIL C SEE DETAIL D SEE DETAIL C Q. 5"TYP SHT.10 SHT.10 5"TYP SHT. 9 TYP SEE °, m Z. J O io 9"TYP L P F6"TYP SEE DETAIL /�'DETAIL A < N n n m 6"TYP SEE DETAIL A 3"TYP D SHT.10 _ SHT.10 ,oSEE U JSHT.10 wZO 3"TYP SHEET 9 m 2 W I- LL co I i lit I I i I I I I Ill I I I -'12(^ I I \ _ I I 12" I � �a w Q d• I w I -221- I _ SEE h U) I i I I w a SEE NOTE 2 DETAIL B W n J 2 -22" _ MULL POST -32" I SHEET 9 Y w a I MULL POSTI � _ -42" I SEE INOTE 2 -32" _ { 1 -42" � _ � I DBL JA BS LL I DBL JAMBS - I OPTIONAL �2" - g I I OPTIONAL �2" I ^ (WOOD I TALL) 5 -62" I O o (MASONRY I TALL)9 °ten° - (WOOD INSTALL)5 I -62" - CO TYP 72" I o0 0o I MASONRY INSTALL 9 I I _ I /'767q"I _ a a w - .. I TYP I 72" - I I III I11 I 11 flI I I \ F-W z I I' ."III III I I.. III III -fi 8" I 1 \ � a o� o a • LATCH AND HINGE MULLIONS Oo O� 0 co SEE DETAIL B TYP FOR ALL FRAMES !3~ O SHT.10 SEE DETAIL F DETAIL B SCALE:1/2SEE "=T-0" p D�:3 (,w z SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT.9 SHT.10 x o w m O SHT.9 OUTSWING UNIT W/2 SIDELITE(OXXO) ANCHORING LOCATIONS SINGLE Ln�x m a:SCALE:3/8"=V-0" OUTSWING UNIT W/2 SIDELITE(OXO) /Z 3811 z w o N v lJ\ ILL H-" N Z SCALE:3/8"=V-0" 23 m o ¢ a w o 1 3 4 ° o F I 1 3 4 m m m DETAILA DETAIL n TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS 1 - 23 40 SCALE:1-1/2"=V-0" SCALE:1-1/2"=1'-O" 2 w m Z C7 Q o 27 2 2 NOTES: o=a z 40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR �w U O 8 AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1^,FOR O<ui O 2 24 TOTAL OF NINE FASTENERS PER SIDE. a a v w 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK o_ JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o _ 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. Q o o w 2 23 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. N m a 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER cJ�n o ROUND MOIJWiN13I4VAf HMENT. 3 6. ALL VIEV�4`� A{£2�TE }�� U m Q O 35 � �lU I 24 �O DATE: 8/12/08 *� scALE:AS NOTED HERMES F.NORERO DWG BY WBD FLORIDA P.E.NO.73778 STAPLE LOCATIONS BRAD LOCATIONS u/ 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY 23 •D ..• T'/�T Q'F TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB %��� Ol' _�` SUITE 338 DRAW NG NO.: SCALE:1-1l2"=1'-0" DETAIL C �� F G� �� JW122008 SCALE: 3/8" = 1'-0�� SCALE: 3/8" = 1 -0" CALF R;ZAD1T0 MULL POST ''i'SS'�pN�;��```�� FBPE CERT.OF AUTH.NO.9578 SHEETIO OF 14 SEE DETAIL A p SHEET 9 SEE DETAIL A SEE DETAIL A �p o, F5"Typ SHT.10 SHEET 9 n 9" CD TYP a 5"TYP 6"TYP SEE DETAIL D f9"TYP 9'TYP _j o 3"TYP SHT.10 F6"TYP 6"TYP m !!! io SEE DETAIL A 3"TYP 3"TYP SHT.10 co "I U Q J� 12, F I I I I IIIIIII i A z 0- LLcm w Y =co - SEE DETAIL C I -22t w x i Q F-.L a Lo SHT.10 0 - SEE DETAIL C - -j Q x - -32" w = c: SHT.10 -1 M Q SEE NOTE 2 w W J= -42- ¢, -3 Y D_ LL m MULL POST I DBLJAMBS -52" LL - OPTIONAL � � MULL POST I i (WOOD INSTALL) 5 I -62- iO (MASONRY INSTALL) 9 I o TYP -72• m r (WOOD INSTALL)5 0 I I 11 1 I I I I I I I I III 780 �m (MASONRY INSTALL)g I TYP i I III 1 If I I I I I I wU•w co SEE DETAIL B O w CO z0 _- - SHT.10 `SEE DETAIL B ¢o O - i J.. SHT 10 3_o z SEE DETAIL C� g 3 VO ANCHORING LOCATI NS DOUBLE O r SHT.9 OUTSWING UNIT WP 2 SIDELITE (OXXO) SEE DETAIL C� o x O w SCALE: 3/8" =1'-0' SHT.9 Do w oo m J a ANCHOR I NG LOCAT DOUBLE O OUTSWING UNIT WP N1S SIDELITE (OXX) w x W x SEE DETAIL E SEE DETAIL E SCALE: 3/8" =1'-0" uz-H N q z SHT.9 SHT.9 o Kt mill a w o o ~ °• TYP SEEDETAIL D aF�5" 9"TYP. SHT.10 �-�{I 5"TYP 9"TYP. ZD 6"TYP. SEE DETAIL A tD I g•Typ, SEE DETAIL A 3 CO 3"TYP. - SHT.10 SHT.10 3"TYP. i I I I I I I I " I I I I I NOTES: w w w 1 I 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR < (9 m LSEE DETAIL C 12" I AND EXTERIOR SURFACES AT SPACING SHOWN,+(-1",FOR z z a = x� - SEE DETAIL C ¢I•-Z O SHT.10 c9 TOTAL OF NINE FASTENERS PER SIDE. O o x a z _ - SEEN E 2 -22 = SHT.10I _ 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK =o¢v w a MULL,POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. O o w x> w DBL JAMBS -32" �aaOw 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. a x Ir OPTIONAL - -42" 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER MULL POST 2" ( OD INSTIA"LL) 5 ROUND MOUNDING ATTACHMENT. N Q W m I _ o JMAS NRY INSTILL) 9 6. ALL VIEWS FROM EXTERIOR. a a o ( OD INSTALL)5 -62 o I 7Yp 111III� m1 (MAS RY INSTALL)9 72" LO �`��``ES F, �O77j,'' m a z I TMp _ "_ I I III I I I I 78a1 1 I I III I I 1 '��•.•••CJ . 1� i DATE: 8I12I08 _ / 'O s—E:AS NOTED SEE DETAIL B SEE DETAIL B _ g ��`.- HERMESF.NORERO ` '_- --' __ SHT.10 =* i = * FLORIDA P.E.N0.73778 DWG.BY. WBD SHT.10 = v TpT D SEE DETAIL E,,"' �� / f (U 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY SEE DETAIL F O ';fl( pP;' <u SURE 338 oHnwwcNo: • SHT.9 Ip SHT.9 ANCHORING LOCATI NS SINGLE � 6` DANIA BEACH,FL 33004 JW122008 OUTSWINGGUNIITC W/2S SINGLE SIDELITE (OXO) SCALE: 3/8" �8 NIT 1WP 1 SIDELITE (0�C) ����s`S;ONA'� ��`�� FBPE CERT.OF AUTH.NO.29578 SNEETII of 14 21/2" Lr-4 5/8" .JL Y CO n II rn 1/2°-+ _ v -��-1/8"(MIN) 4 9/16" 1- 5 3/8" 5 m O WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD OUTSWING THRESHOLD N H U r 1 FINGERJOINTED PINE 8 4x4x12 GA.STEEL &DD 233-0 OUTSWING ADAPTOR BASE E SUBSTRATE 11 AFCO A297 �I 1 1/2" U J 2 SCALE:3"=1'-0" SCALE:3"=1'-0' 38 6063-T5 ALUMINUM/COMPOSITE PLASTIC Z O EL Q M SCALE:6"=1'-0" SCALE:6"=1'-0" 35MULL POST LAMINATED VENEER LUMBER(LVL) Z U.1 LL°D 3 W Y =c0 4 1 11/16" SCALE:6"=1'-0" J Q A B 1/8" 1 3/8' ' I g LO 1- I 1 3/8" 7 TL—�I�I� 1 3/8" W n Q= cD Y O. 8 O°❑°0 ® . 1 1 8 3/8"-I I-I-1/8" m I�-f 2 STILES AND RAILS 1 11/16' A B i 18 TOP RAIL BOTTOM RAIL COMPRESSION 5/8" 18 HINGE STILE 17 25 GA.STEEL 19 LATCH SIDE STILE WEATHERSTRIP SECTION A-A SECTION B-B LAMINATED VENEER SCALE:3"=l'-O" LAMINATED VENEER LUMBER(LVL) OO 1 p SCALE:3"=1'-0" LOXSEAL 650 LUMBER(LVL) ASTRAGAL GLOBAL w W VINYL 13 SCALE:3"=1'-0" 6063-T6 ALUMINUM WATA STRIKE&DEADBOLT OO w SCALE:6'=1'-0" 0 w F SCALE:3"=l'-0" 6063 T6 ALUMINUM SCALE:3"=1'-0" ooz w �33 ac� r NOTE: J o CID 2 -31/8"-1 I 1 3/4"�- ��17~"I LENGTH ® 18" "� woo O IL L 2 w X w Z -� 39 ASTRAGAL BOLT LL H N Q 1") 32 DOOR BOTTOM SWEEP 33 ORNER PADS MATERIAL:COLD ROLLED STEEL 20 LOCK BLOCK VINYL LASTIC ZINC&YELLOW CHROMATE �I w o FIRGERJOINTED PINE ODL LIP-CITE FRAME SCALE:3"=l'-0" SCALE:3"=l'-0" SCALE:3'=1'-0" o SCALE:3"=1'-0' 21 POLYPROPYLENE(NOA:10-1209.01) 3" a C7 aQ SCALE:3"=1'-0" © 3/4" 8 co 0 CO m }a wF'Clw 8" �-2 7/8"—1 + a -z w m 3/4"�{ �^1 9/32" a 4 5/8" i �(9 w¢a z O O + O O M N W0Z f_V DO 1 O - now JO NcO N Iry CmLomOdOw ° iv ° 45 IVES SURFACE BOLT STRIKE PLATE a O¢O¢ of 1/4"MIN. STEEL �11VES SURFACE BOLT SPACER L o `� o 11/32" SCALE:6"=l'-O" PLASTIC B' I— Q Q `o w 40 IVES SURFACE BOLT SCALE:3"=1'-0' m m¢ STEEL 12 LVL DOUBLE BACK JAMB Q m c�za SCALE:3"=1'-0" LAMINATED V', WWRILUkWfR(LVL) SCALE:6"=`tE�SS F.NO "ice o v m¢z 3/16"C-SINK. NOTE ` 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT r:' ,:.�� DATE: 8/12/08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. 7 scALE.AS NOTED " 2-USE#8 x 21/2°PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. HERMES F.NORERO DWG.BY: WBD 3-USE 3/16'ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. = -o TAT = FLORIDA P.E.N0.73778 WHEN INSTALLING INTO CONCRETEWASONRY SUBSTRATE AT SIDELITE SILLS. g/ 141 398 E.DANIA BEACH BLVD. cHKsr: S.FREY �.(�•• OP.'• SUITE 338 DRAWING NO.: " DETAIL - A S. �G�``�� DANIA BEACH,FL 33004 JW122008 SCALE: 1/4" =1'-0" i��,,,lONi 1�`���� BPECERT.OFAUTH.N0.29578 SHEETI2 OF 14 1/2"AIRGAP 1/8"TEMPERE o 1/87TEMPERED SEE DETAIL A 23 7/8" 11 16 18 m O 8� F cn Lo 6 24 2 / 1 Z O Qm Z W LL CM 7 1 8 / 00 W Y =Do m 2 Q I 6 t` In - - -- -- - - - 5 SEE DETAIL B g 18 3 W M Y d i A A 8 _ 4 4 DETAIL-A 1 3/47MAX GLAZING DETAIL 10 �^� PANEL THK. AT HEAD RAIL a O 21 VERTICLE CROSS ❑ SECTION w w w VENTEDEHALF 1/2"AIRGAP ow 5 1/TTEMPERE a❑ z 1/8'TEMPERED o o z w I g § > - O3O rn 4 10In -100 9 o d 2 11 =oC m o 3 Zwo w B 15 F W A Q OUTSIDE FRAME VIEW SECSION_fl-B 10 u `�W o 0 VENTED HALF INSIDE FRAME VIEW LITE 4 16 / 0 a 15 a C7 a 4 ❑ SECII.ON..A� 11 w �00 VENTED HALF 1/8"TEMPERE LITE 12 13 / 16 20 1/8"TEMPERED w w W 14 1/2"AIRGAP z z 18 GLr7 AZING B �❑¢az DETAIL o Fw,m❑O 19 AT MEETING RAIL ❑¢ c7 O❑W=> 23 / 18 INSIDE VIEW � tr a a O w a 17 2 / 22 4 N o o w N N 0 Q NOTES: A O o FEO �Ei 14 FOR ITEM DESCRIPTIONS. O m¢Z . IF r~ � DATE: 8I12I08 7 1' - SCALE.AS NOTED * �'•:O*r HERMES F.NORERO DWG.BY: WBD • 8 E.DAA P.E.N0.73778 W 398 E.DANIA BEACH BLVD. cNK BY: S.FREY �.(�•• SUITE 338 DRAWING NO.: f ALE�G� ` DAN BPE CEIA BEACH,FL 33004 RT.OF AUTH.NO.9578 JW122008 '��f/lf at 1%`` SHEET13 OF 14 Page 1 of 3 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived [ Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 tl 1994 Equivalence of Product Standards '9/y Certified By '9/l/� �fIc © �Q C4 10 Product Approval Method Method 1 Option A q �j Date Submitted 12/15/2017 �� Y F Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 Summary of Products y� v FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door Units 6-8"Opaque I/S and O/S Single Door http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISci... 3/7/2018 Page 2 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0128.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed.T-0"x 6'-8"max nominal size.When large missile impact FL4904 R8 AE 514010A.pdf resistance is required,hurricane protective system is NOT required.See Created by Independent Third Party:Yes DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0129.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed.3'-0"x 8'-0"max nominal size.When large missile impact FL4904_R8_A_E 514009A.p4f resistance is required,hurricane protective system is NOT required.See Created by Independent Third Party:Yes DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door Units 6-8"Opaque I/S and O/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.01-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0128.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed.12'-0"x 6'-8"max nominal size.When large missile impact FL4904 R8 AE 514008A.pdf resistance is required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See DWG-MA-FL0128- 05. 4904.4 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque I/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0129.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE 514007A.pdf resistance is required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See DWG-MA-FL0129- 05. 4904.5 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque O/S w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C_CAC_N_I006110.002,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0129,1)df Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"-max nominal size.When large missile impact FL4904 R8 AE 514007A.pdf resistance is required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See DWG-MA-FL0129- 05. http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtelulwHNbbISci... 3/7/2018 Page 3 of 3 4904.6 Wood-edge Steel Side-Hinged Door Units 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+50.51-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0130.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 6'-8"max nominal size.When large missile impact FL4904 R8 AE 514008A.pdf resistance is required,hurricane protective system is required.See DWG- Created by Independent Third Party:Yes MA-FL0130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door Units 8'-0"Glazed I/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C_CAC NI006110.04;.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0131.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE 514007A.pdf resistance is required,hurricane protective system is required.See DWG- Created by Independent Third Party:Yes MA-FL0131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door Units 8'-0"Glazed O/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+45.0/40.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0131.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x T-0"max nominal size.When large missile impact FL4904 R8 AE 5.14007A.pdf resistance is required,hurricane protective system is required.See DWG- Created by Independent Third Party:Yes MA-FL0131-05 for details. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISei... 3/7/2018 149'MAX. OVERALL FRAME WIDTH O 00 L]� O SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 2 " MAX 36.375" MAX. 37.5" MAX. ¢ q --D,L.O. PANEL WIDTH h- 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES IN/ASTRAGAL '1 I FRAME WIDTH z of J I � cf) O CD GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO a-U THE FLORIDA BUILDING CODE AND WHERE PRESSURE a:REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM U, U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. °��. N 0)F- of 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN O cS ACCORDANCE WITH SECTION 2220 OF THE FBC_ 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 W O w AND SMOKE DEVELOPED INDEX OF 60 PER AST61 E84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL- TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740'F > 650 'F RATE OF BURNING ASTM D635 0,77 IN MIN �I"z SMOKE DENSITY I ASTM D2843 1 13.4% � m TENSILE STRENGTHS ASTM D638 $7.50X DIFF �.I` !Ww • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING :{ 4500 HOURS XENON ARC METHOD 1Ma S 20 DOUBLE D10R UNIT W/$IDELRFS a a Addolldlttn to NAldl 1^ En(A In} 3 3333m - CttGfra6m Ao: At"aaadAY zo UateRwwve 13 Q/ z L'iw UN Of F- !!:ww3:J Q Q w Z U(L tnU> En N O J Lw0 QUWU.w [n WEQ tr ® e e e • 00 • • • • p • 9D 000 SINGLE DOOR UNIT .DOUBLE DOOR UNIT SINGLE DOOR Q-1,j SINGLE DOOR UNIT SINGLE DOOR UNIT WISIQELM DOUBLE DOOR UNIT WJSIDELITES SINGLE DOOR UNIT WITH SIDELITE WITH SIDELIiE WITH VENTUTE w O U m¢z _ WHERE WATER INFILTRATION PERFORMANCE IS ;-TE,- TABLE 7 I OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURECONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWiNG j m-SHEET #; DESCRIPTION X 37,5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 I +50.5 -50.5 sr: 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5" -50.5 +19,0 -19,0 +50.5 -50.5 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 / -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHK.D'-. 3 ANCHORING LOCATIONS & DETAILS OXO 1 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR DRAWING NO,: _ OXXO 149 +50,5 -50,5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-FL0130-05 VENT 1 37.5 +55.0 -55.0 +55.0 -55.0 N/A NIA #56533 sN�r 1 or 3 a U-) o 00 6" SEE DETAIL _ 3• Lo 3' 6� U1 3' 3' E 3' -1 3• -1 r 3' L o Q�_j I II } 1 II I I I _ Z (n 1 t 6. 6. I 6• 6 ( ' — —I 6^ 6^ I Ila a'0 t` '1 I` -'i O 3^ ° `° 0 ^ Lr)Z 4 Q) U_ '1 W Na SEE DETAIL tq x- J J 0• Q SEE DETAIL /� o W SEE DETAIL ^C• d 1-- W 8 W — — "C" H Of IxO 103 —' A n B G m G _6' Jo Ian 6• 6• I l l y r I— o 3. _ 3" I o_1 3' 3" _ 3^ �3- '—3" 6^' t'-6� a a 6• SEE DETAIL 6 3 3 En m Inrnmrn Addv4 mtOKW zz Cer�r�imNo bllL! a z w RN�TedB) a �rn D w �IBRRSertO'^�f �r U ASTRAGAL RETAINER BOLT HOLE 0 a 00 z #10 x 2" 8 x 2_1 2' MUST BE DRILLED THROUGH J w w #8 x 2-1/2" # / THE THRESHOLD & INTO THE o C,z #10 x 5/8" STRUCTURE DEEP ENOUGH ova= #8 x 2-1/2" #10 x i" FOR A 1.375" THROW rGm 0m #10 x 5/8" 0 w 0 #10 x 3/4" DETAIL "F" ASTRAGAL cm O N o #10 x 2" DETAIL "E" ASTRAGAL Ic(}/a•TEMP.cuss) C, a FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT DETAIL "D" STRIKE PLATE TO FRAME /22'I BITE OR BUTYL SPACER DETAIL "C" AS SHOWN_ z TYPICAL r�#s x -�/r PNs .. r1 DATE 7111105 0.962'+ � DOW 995 :� ' N.T.S. 1.375' DWG. SWS � DWG.B+` T T :' cm BY: DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING--DETAIL DWG—MA—Flo}30—OS SHEET 2 ov 3 I SEE DETAIL J3' 6' � L0 'E' SHT. 2 —3" 3" O ul `o g (' C O n ci ILLI- Q • M — — N — — o z a U w o a SEE DETAIL a I—u L U JD" SHT. 2 } Cp SEE DETAIL O w o "C" SHT. 2 B o A n A c G N L J OH—� B 0 1 N 6• ' Rot lk 3" o 3" I 3" 11 3,. U l o'd SEE DETAIL 6" 6• of "F" SHT. 2 6" ATTACHMENT DETAIL �� € I 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �V)V) SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) o 0 FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND UwLJ THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE goaLd N #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL L1 n rn 0 :z f SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR �:D O HARDWARE SCHEDULE cogjw o "' LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2t'. �yoZ —�, WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�ax SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO ' N o F BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES _ No CORRUGATED FASTENERS LOCATED 3" FROM EACH ENDAND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6t' FROM EACH END AND MAXIMUM , s. 12" O.C. 1.50"— 1.25 —1—: �j !w o L>Im o 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —�^ MIN 1 x.�) �• 1 Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE; 7/71/05 OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE y Adde'&m1'I MINIMUM EMBEDMENT OF 1-1/4". ;: :' celicaafthlo: bl _ ONG.BY.. SWS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '` Aeviawar.Date cNK.BY-.A2Y E TRANSFER LOADS TO STRUCTURE. GrAVANG NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FL0130-05 ANCHOR INSTALLATION ANCHOR INSTALLATION sHEEr 3 OF 3 Page 1 of 3 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative 96�*1 Address/Phone/Email 01 40r�®� Category Exterior Doors ,� Subcategory Swinging Exterior Door Assemblies �- 01� /���/� Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 C� 1994 TAS 203 0 ` 1994 fy 6 �1 e. Equivalence of Product Standardsity{, Certified By y Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 Summary of Products FL it Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door Units 6'-8"Opaque I/S and O/S Single Door http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISei... 3/7/2018 Page 2 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C.CAC NI006110.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0128.pddf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed.T-0"x 6'-8"max nominal size.When large missile impact FL4904 R8 AE 514010A.pdf resistance is required,hurricane protective system is NOT required.See Created by Independent Third Party:Yes DWG-MA-FL0128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0129pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed.3'-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE 514009A.pdf resistance is required,hurricane protective system is NOT required.See Created by Independent Third Party:Yes DWG-MA-FL0129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door Units 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.01-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0128.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 6'-8"max nominal size.When large missile impact FL4904 R8 AE 514008A.pdf resistance is required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See DWG-MA-FL0128- 05. 4904.4 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque I/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.01-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0129.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE 514007A.pdf resistance is required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See DWG-MA-FL0129- 05. 4904.5 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque O/S w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.02,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building _ FL4904 R8 II FL0129.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE 514007A.pdf resistance is required,hurricane protective system is NOT required on Created by Independent Third Party:Yes opaque panels,but is required on glazed panels.See DWG-MA-FL0129- 05. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbI Sci... 3/7/2018 Page 3 of 3 4904.6 Wood-edge Steel Side-Hinged Door Units 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+50.51-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0130.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed.12'-0"x 6'-8"max nominal size.When large missile impact FL4904 R8 AE 514008A.pdf resistance is required,hurricane protective system is required.See DWG- Created by Independent Third Party:Yes MA-FL0130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door Units 8'-0"Glazed I/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110;004,,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II_FL0131.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE 514007A.pdf resistance is required,hurricane protective system is required.See DWG- Created by Independent Third Party:Yes MA-FL0131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door Units 8'-0"Glazed O/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+45.0/-40.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL4904 R8 II FL0131.pdf Code including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the design pressures Evaluation Reports listed. IT-0"x 8'-0"max nominal size.When large missile impact FL4904 R8 AE_514007A.pdf resistance is required,hurricane protective system is required.See DWG- Created by Independent Third Party:Yes MA-FL0131-05 for details. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgteluIwHNbbI Sci... 3/7/2018 L0j • 149'MAX. OVERALL FRAME WIDTH -- 0 - LL'�1 U O r SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. (O--D.L.O. I-PANEL WIDTH 37.5" MAX. ¢ C 6 I'-FRAME WIDTH I)--J O GENERAL NOTES • 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 2 4. THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM L0 L U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ! CO) LU 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN O �` ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 1 5. PLASTICS TESTING OF LITE FRAME MATERIAL - TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN " a SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH- ASTM D638 7.50% DIFF o' + COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 P2J DOUBLE DOOIZLI�TW/S a �rnln3.rn AddBdmn to NA1U 3 3 3 3 3 m rQ(n fn In In CetmmIio W.:Aa6110 x Reviewed By, zp DdleRei r z Q tna JFw- U_ V ww3J O Q L)w goavw> pZ!nU)O O I<=<anc OE d �• • •' O • iUpOpQ I jiL ILA �N�CVNQ c'j SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOQR UNIT SINGLE DOOR UNIT ,SINGLE DOOR UNIT W/SIDELITES MALE DOOR UNIT WJSIDELTTES SINGLE DOOR UNIT WITH $JOELITE WITH SIDELITE WITH VENTLRE w m U m¢z WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7�11�05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE b CONFIG MAX WIDTH I INSWING OUTSWING INSWING OUTSWING I e je SCALE: N.T.S. SHEET #:': DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 I +50.5 -50.5 7 Dwo.at: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 ! +50.5 -50.5 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 Dom•BY.. I 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR DRWNG NO.: OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-FLO130-05 X - VENT0 +55.0 -55.0 N/A N/A //56533 EP SHE _L OF 3 CL: Lo cc 00 6'- SEE DETAIL - 6- C) 3' 3.�E 3 3. d(o -31 cr c) 6- 6- 6 6- ------ 6. ul ci Lf) Q) SEE DETAIL t SEE DETAIL 0 SEE DETAIL "C' 0 c. w Ir Y.N :2 6 H & 6" w L 6 0 D 3 3' 1 -1 1 .3- 6".3 iol 6 3. SEE DETAIL_7 T6 In In 3:u)3:In T U) z 0 z tR Lj flee awed 6y a La: C) OateEiwi g In ASTRAGAL RETAINER BOLT HOLE 00-D wo z0 MUST BE DRILLED THROUGH OW -j #8 x 2-112" #8 x 2-112" _ THE THRESHOLD & INTO THE --Z-w #10 x 2" #10 x 5/8 .......... STRUCTURE DEEP ENOUGH #8 x 2-112" #10 x I" FOR A 1.375" THROW -oc #10 x 518" #10 x 314" DETAIL "F' ASTRAGAL *0 ow #10 x 2" RETAIL,-.'r.ASTRAGA -7-- Wf OPTI ONAL OLASS) FRAME DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 DECORATIVE INSERT AWM.SIM OR BUTYL SPACER STRIKE PLATE TO FRAME DETAI -D- Dm�� AS SHOWN. 06 X 1-1/2'PHS TYPICAL 0.962'1 -JaK, s-je N.T.S. DwG Of. SINS 1.375" DOW 995--- C�By. T GG T INTERIO DRAWLNO NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FL0130-05 SHEET SEE DETAIL 6'- DO 6" "E" SHE 2 -3' 3"L 3• p - 3" 6_ �- 3'- y i I`3, 0 Q j �� —'-6' "�—i I_ } I I I ! -6' 6" 6 6' f f o I� 1 o � �O • M — — I ci — �-� O Q U cl a SEE DETAIL ( a Z U U "D" SHT. 2 SEE DETAIL p A1— w w C Wj "C' SHT. 2 W B • R 0 A A ; vi G H 6 I 6" ( - v - - z -I 6" 6" _i ff�m ma I _I 1.1 I [III I 1 1 1 1 1 $��W 3" I -I 6 3" i 3.6 i SEE DETAIL 6"- t "I'" SHT. 2 6" a) a ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, n U)V)m 'SIGNED AND SEALED BY LUIS R. LOMAS, PE ! (FLORIDA #62514) WITH THE LOWEST (LEAST) o FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND !E w3 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE a a w 5oo_m cn #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL Uo_N Z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��ow N ¢�, LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 HARDWARE SCHEDULE W y;oo WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ova= INSTALLED SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE oco FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. o co i BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES °iN'.)-1Q CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM x 12" O.C. 1.50" ,. 1.25"�11 (� .. •, w Mo +11-161 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _0 25" MIN I 10.25" Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM S are 7/11/05 OF '1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AddmtotlAl9 CL- �- •r� CL JI srxe N.T.S. MINIMUM EMBEDMENT OF 1-1/4 . Cet�6mNo - MG.er: SWS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '• A�ee+r�� cnrz.ar: TRANSFER LOADS TO STRUCTURE. orAwNc No. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-Fl 0130-OS ANCHOR INSTALLATION ANCHOR INSTALLATION snr 3 cF 3 =w ' ------------ ' ew City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: `moo we-S- Date Received: Site: 2- Permit Type: Approved w/no comments:❑ Approved w/the below comments: L Denied w/the below comments: ❑ Clad This comment sheet shall be kept with the permit and/or plans. Kalvin Swi er—Plan 'xaminer Date Contractor and/or Homeowner (Required when comments are present) r ;,�� � •. , • Illllllilllllllllllllllllllllllllllllillllllllllllllllllllll 2018060024 ps[elNe _• PetodDib�j3- 26-21-O(80 -OpoOD - b770 tided Florida _.�.._..,. courdyar SCO THEtii�hereby nauoatldinop[aeeren;vAiIlemattic: otsmi[tadpaopet.3 atwIna000fttwtoerrihCewpter7f31Fbx SCSWbk dolofo�*-.—nnalionisperideeiftli�NofFae�dCa r.eoua�es�: 5 Lo% 1. OeaofpiondPmMty PoodidenriEraion vim. •S eP/t2rIS /esJ t�TSilt/c2o�(GS PtiAse3 P63z Pis# - sreecitdde� 37128 'Gu/(paJ,1_TRA�;L- ZP PAP-u h r lrs FL 2 Gei[e[aiDesa%li oftopovemeet i 3 Own tlll0lataiQlOfLlliNEit tlO[1�fA[�LeI D^.:eA�119dfartM�loveUeft Qam�lr: _ Kc•P�z.1lS_.__3? r 2gr ��,!/en1S �2a;L - CRY stale Y ib cf ieSiapieTodmider. 'J (f dWMWA I=43=6T 1p.�Fm:l above) OofNtslat: hft Peel'A_Caf 111—L(IVY I:_!C t�pl'lTl:'Contm LL�#lw4 s ,� 781 i _ _ _ _ oomdo FL 3M78 . Ca+tra�ro mTeiephv Nbz 407-393-WJO! city sar T_7"'.`. 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VAMM 6 TO GWPWt ANY PAYiEM8 WAD sy'Itf—;(11943t AFTER TEE E)WWXION OF 71 E NOTICE OF ARE CONSK93M WROPER PAYmmm of.m fit cmP18t713� pART1 S[C71gbt7y3��.i;pttiOA STATUTES IMF CAN L RE6if.T IN YOUR PAYWCi 711Ue'.E FOR ttrtPltd4tEltE7dt��+4O Y PRQPi�SE A OF t� MUST BE or RECORDW AND POSTED C N TFE JOB SME t3 L-WIE TW:RWr DWECrK*L F YOU WEND TO OBTAPI ANAHC*P CoNSLxT V WMYOMUDK)EROR-ANATTORI*-YBEFUIEQ)IgleUE IMMVVWKoRREcaRoMyOMM0710EOFCOKUMBOCEMEMr. pp��p�eey deofdetlfdlltwdneaS2Pel[aulic ell[otiose/am[mesemertsndtlwtthefxlsstardt-aeirtarat![slothebed m CL aarndd 6haei�dLA A m to001 OFOF"OP Y+� IAURENCE�0 q f_ m to: MY COMMISSION di�103051 ••m - BORES:,MAR 17,2018._ `x QorLaeee'or O Y t713i w .. SOP" Wded through.l,st State lnsufance �F- '- .. ..--•?i i �t3[�Titi'JOfiae'' - . N Y - 7iafeipOirgisteaeefosse.knoriedgedbeIa'ea[e co a TOT�![elsh[m[>t[[etfr�eeriaAed)• 0)a N Psowir Kr[onn Q OR P[n[!t[oed .� .� Twe of leenairdion Phxkmd ���/• a D L Q•-. W 7 TL nor I=( 0Gt` F! ,04`?cfa Tv E.F RA >Ot� 1C70" THATTHE FOREGOING IS TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE " WITN SS MY HAND AND OFFICIAL SEALTHIS In.yod-m Owl • �DAY OF 2� PAULA S.O'NEIL,CLE K&COMPTROLLER DEPUTY CLERK