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131 Crown Colony Way - BR18-004736 - DOORCITY OF 40DEC 12 2018 PERMIT APPLICATION SRDBUILDING DIVISION Application No: Documented Construction Value: $ Job Address: 3 k cotio Wwq wG-i Historic District: Yes [I NoEl Parcel ID: 315- 1Q 3o - ':'& S - oobb - bsbo Residential R Commercial El Type of Work: NewEl Addition E AtterationEl RepairEl DemoF] Change of UseEl MoveEl Description of Work: REPLACE 'bey C f S 2_e -(;,( Plan Review Contact Person: MEGAN ROMANO Title: AGENT Phone: 352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLC@GMAIL.COM Property Owner Information Name ZX1 t-Tmf-e- sc" q?,XA Phone: (-o - C1 SC( Street: I i cyb1yy1 (610AW wQ'` Resident of property?: qes City, State Zip: '-b ('kfL I — Name PETER A CAFARO - LOWES Street: PO BOX 781993 City, State Zip: ORLANDO, FL 32878 Name: N/A Street: City, St, Zip: Bonding Company: N/ A Address: Contractor Information Phone: 352-300- 3360 Fax: 352- 861-7587 State License No.: CGC1508417 Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"` Edition (2017) Florida Building Code NQTIC: L: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Val nation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Siguawre ofOwner/Agent Date Signature of 41C tractor/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID MEGAN ROMANO Print Contractor/Agent's Signature of t2-1 11 I V;-.% Date > Z& 12- 1-it Date Contractor/Agent is / Personally Known t Produced ID Type ofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes []No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 4 . V n G} w N y Me or BUILDING: 15!rI.10-7J LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: —11-11-17 I hereby name and appoint: VCAan VciDn-ano tvOL't%Q "Dcv\v- an agent of: U\NCS---R6y-y\t --LenAws Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name:Tetf vt State License Number: , c1c V q I I Signature of License Holder: STATE OF FLORIDA COUNTY OF Of 4-x1f,— The foregoing instrument was dged before me this 201 ie( A byVpcknowI ef,W0, Y% Itt to me or o who has produced le7 identification and who did (did not) take an oath. ZI Signature Notary Seal) Print or type name LLday of who is &, ersonally known Notary Public - State of V-11 CommissionNo. My Commission Expires:_ Rev- 08. 12) as Notary Public State of Flon(ja Christy Galas MY COMMtsaion GG 128077 Expires 09/ 29/2021 INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT[EXTIPATIO DOOR LID I ES OF SANFORD. FL,STOREt; 1657 STORE PHONE, (407) 430-4060 3780 S ORLANDO OR SALESPERSON: IRIS JACKSON SANFORD. FL 32773-5614 SALESPERSON ID: 1187329 Document Print Date: 11115/2018 This is only a Quote 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 portioni's) of Lowe's receipt. and any other addenda of attachments hereto. shall be referred to herein as this 'Contract,' Lowe' s Registration or Contractor License Number I Lowe's Contractor Name Florida Contractor License Number CGC1508417 Customer Name Home Phone S THERESA REID 407-328-9395 0 Customer Address Other Phone 131 CROWN COLONY WAY L city State / Province Zip / Postal Code D SANFORD FL 32771 Installation Address T 131 CROWN COLONY WAY 0 Installation City Installation State/Province Installation Zip/Postal Code SANFORD FL 32771 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 191354- 23480FL2264#1C: SOS I SOS RB PAINTED COMM FG PATIO: — 150%:) OFF CUSTOM ORDER DOORS AND WINDOWS (11/7,12018-11/28/2018) DOOR UNIT FULL FRENCH PATIO: JELD-WEN, MILLWORK MASTERS-KNOX - CITY 1 1155 : 1155 : STK: 1-4-8 SELECT PINE BOARD: 1-4-8 SELECT PINE BOARD: PRECISION LUMBER - OTY 2 209620 1 7318 : STK: 3j4-INX3-11,o2-INX8-FT PVC TRIM BRD: 3/4-INX3-1i2-INX8-FT PVC TRIM BIRD - ROYAL MOULDINGS LIMITED (STY 3 209621 : 7311 : STK: 3/4-INX5-1/2-INX8-FT PVC TRIM BRID ', 3/4-INX5-1.i2-INX8-FT PVC TRIM BRD: ROYAL MOULDINGS LIMITED OTY 2 314407, OGL10408-AG: STK: 1-4-8 TREATED APPEARANCEE GRADE: 1-4-8 TREATED APPEARANCEE GRADE: SUNBELT FOREST PRODUCTS - OTY 4 403545 : 690BL 15 CP K6 . STK: KW SN COMBO SGL BALBOA: KW ISN COMBO SGL BALBOA: KWIKSET - OTY 1 Store 1657 Project No.,562204900 for THERESA REID Page 1 of 7 WISOMM 403553 4886L RH 15 CP: STK: KW SN DUMMY RH LVR BALBOA: KW SN DUMMY RH LVR BALBOA: KWIKSET - OTY 1 Materials Price $1601.391 Door type -1 Patio Select new doo., Hinged " French Number of additional holes bored for accessories : None Lead safe practices -1 No Deliver door: Yes Permit required : Yes Permit fee : Yes Bring up to code description : INSTALL SUCKS Access fee amount : None Describe other work needed: mAKER INSTALL PEDISTAL Comments: CUSTOMER TO FILL HOLES and PAINT Location of new door(s): Back Door Side lights or transoms: No Install specialized mortise hardware .- No Total linear feet of custom trim to be installed 1 0 Customer understands the scope of the project : Yes Who will obtain permit -. Third Party Additional miles traveled over 20: 0 Bring up to code charge: Yes Dump entry fee: Yes Other work charge ; Yes Additional Specifications: Labor Charges S Detail Deduction _$ Notation- Lowe's will not make structural modifications, paint or stair, or removeirein stall security system equipment, Customer is responsible to advise if prop- erty is governed by Historic District Regulations, Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Familes, Child Care Providers and Schools, By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of the Premises where In- 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 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 print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purp luding, but not limited io. 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 I foota2e of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract finclud _LLn Idin waste), By signing Store 1657 Project No. 562204900 for THERESA REID Page 2 of 7 this Contract below, Custom'er acknowledges once the Installation Services are per -formed - agrees a W9030M includes these costs which may NOTICE OF ARBITRATION AGREEMENT 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 maybe taken to SMALL CLAIMS COURT), Lowe's and Customer's rights will be determined byaNEUTRALARBITRATORandNOTajudgeorjury. Lowe's and Customer are entitled to a FAIR HEARING, But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT, Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT, FOR MORE DETAILS: Review the section tilled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract, ere applicable SUB -TOTAL TAX DELIVERY ORDER TOTAL BALANCE DUE Work is to commence upon reasonable availablity of Contractor which is anticipated to __`fill in date]. Estimated completion date is Jill in date]. 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 necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- 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 THIS CONTRACT, YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE, NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT 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 Store 1657 Project No. 562204900 for THERESA REID Page 3 of 7 ALS, OR OTHER SERVICES THAT Y UR 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 CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM- PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS DAYOF Lowe's Home Centers, LLC By: Seal) Print Name:, 4 Address Owner ( Seal) 01y LipPostal Code Prim Name Seal), Co-owner or Witness Print Name i, usiomer aCKnowjeages receipt of a true copy wriv) was completely tilled in prior to Gustomer's execution hereof. You the customer may cancel this transaction 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 this right. Store 1657 Project No, 562204900 for THERESA R&D Page 4 of 7 City of Sanford Building and Fire Prevention Product Approval Specification Form 1 8 - 4 7 3 6 1" Permit # [ SANE # I !, Project Location Address 1'51 UO)Wr) As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org, The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Sliding Sectional Roll Up REVIEWED poR r,()t)F COMPLIANCt Automatic Other 2. Windows r)ATF- Sin gle Hung Horizontal Slider Casement Double Hung Fixed E1T%NF()!-[)- t3UII-DIN Q,Dl Awning PW N'M '-!,!:J, 0II " 1 11 1, H) VC M Pass Through M Nfl i- Projected HE 11: CHNIC Mullions UANCEOASHLL ,'xS F AIP ER NA! P V 4 1444;,4" 14"44,4 Wind Breaker 10F FHRORVSti IN PI, Dual Action C11011 L,TRUC7iON OR VOU,\ I IONS -W i Hl-- , Other I June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Unqq#ymqnts Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name A Please Print) June 2014 2 Florida Building Code Online Page I of l g BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications i Contact Us BCIS Site Map Links Search Product ApprovalOr4USER: Public User SL j, p u_,.". i_ > iTgSI!!5::...L_. J..S.Iy4i.L4!i_..-,S;:L.,;..1 > Application List Search Criteria Rcrfif?C' St't_ff:ft Code Version 2017 FL# 154743 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Typip MAnufal;'tor r Y 11.S1 f _.Y Stdt!3 Ft_15 74__ Editorial JELD-WEN National Accreditation & Approved t24 Change FL#: FL15474.3 Management Institute Histor I Model: Contours Steel, Wood Edge 804) 684-5124 Description: T-0" x 6'-8", Glazed Inswing and Outswing Door Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Aooroved by DBPR. Aoorovals by DBPR shall he reviewed and ratified by the POC and/orthe Commission if necessary. fAnta Ct W55 :: The State of Florida is an AA/FFO employer. Coo—ght 2007-2013S t of Fi i :: Pd t ;: Accessibility Statement :: 4 Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. Ifyou have any questions, please contact 850.487.1395. `Pursuant to Section 455.275 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the be with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click he„De . Product Approval Accetpts: Credit Gard Safe http://www.floridabuilding.org/pr/pr_app_lst.aspx 12/11 /2018 FULL LITE, 5-4 X g- ,OXO) INSWING;OUTSWING 24 GA. NON -IMPACT DOOR SYSTEM GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330.02, E331-00, E283.04 & AAMA 1304.02. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. 2. 2X AND I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1. 5. SCALE BASED ON 11x17 SHEET SIZE. 6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ON ALL UNITS WHERE RELEVANT. 8, PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1.0. THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE (EPS), PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90' OVER THE 1,688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688- X 1.203" BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018" MIN) STEEL. THE LOCK BLOCK IS 1.688" X 3 118" X 12" FINGER JOINTED PINE. INSULATED GLAZING CONSISTS OF TWO 0.125' TEMPERED GLASS PANES SEPARATED BY A 0.25" AIR SPACE. ODL LITE FRAME MEETING STEEL SKIN RECEIVES DOW 1199 SILICONE OR EQUIVALENT. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125' TEMPERED GLASS PANES SEPARATED BY A 0.25" AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7116" X 2' LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILLIJAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7116" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OFWOOD. THE FRAME CORNERS ARE JOINED USING RABBET JOINTS, SILICONE SEALANT AND FOUR 16GA X 7116" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOORJSIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1" X 112' CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7116" X 2" STAPLES. f TABLE OF CONTENTS SHT # DESCRIPTION 1 GENERAL NOTES 2 INSWING ELEVATIONS I 3 INSWING ELEVATIONS & BILL OF MATERIAL 4 INSWING VERTICAL CROSS SECTIONS 5 INSWING VERTICAL CROSS SECTIONS 6 INSWING HORIZONTAL CROSS SECTIONS 7 INSWING HORIZONTAL CROSS SECTIONS 8 OUTSWING ELEVATIONS 9 OUTSWING VERTICAL CROSS SECTIONS 10 OUTSWING VERTICAL CROSS SECTIONS 11 OUTSWING HORIZONTAL CROSS SECTIONS 12 OUTSWING HORIZONTAL CROSS SECTIONS i 13 ANCHORING LOCATIONS j 14 ANCHORING LOCATIONS 15 ANCHORING LOCATIONS &DETAILS 16 UNIT COMPONENTS TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: j SINGLE DOOR WITH & WITHOUT SIDELITE(S) ANDIOR TRANSOM INSWING POSITIVE 50 NEGATIVE 50 OUTSWING 50IPOSITVE NEGATIVE 50 TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF S.S. 0.0871) ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH NOTES: AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE 1- ALL VIEWS FROM INTERIOR. GLASS PROVIDES A 0.50" AIR GAP. 2 - MASONRY AND CONCRETE CONSTRUCTION. SF II% Vn-/.,, J Q m 0CC - J ZpQmZLU co W = op CD 2 in W coY0- us U' Ep N O_> n 0O0O to w co O o z U a Fxw Z m w toco jf O 0: Z J Q a J Z LL' 0 O a ngtally signed by HermesF No—o. P. Reason i am appm,09 th'; document t,p O WE 12/31! 09 s eL=_: 112" = V Date: 2014.12.0917:11:33 OS'OCl 1 z crrc OG.LUBSECKE 4`.-$"TATIt OF / Y Z CHK. ev. S. FREY Q t nruVzrG 10 iiaapr yy oFsCz JW172009 x V2' MAX O.A. Ni 58 1!2"MAX. D.L,O, 11j64 NOTE 2 25 1'8- AX. DbWID d 6 1, 7 rF\ luz o rF"\ x x k11 < NOTE 2 x NOTE 2 6'MAX LAD.L.O. A B NOT' 2 - 12"MAX, NOTE 2 PANEL WIDTH353j4' MAX TYR PANEL WIDTH MULL POST TRIUNIT fOlOXO) 64 1,1"MAX O.A. WIDTH --I 35 3/4' MAX PANEL WIDTH 5 1' 17MAX O.A. WIDTH 2( 6V81 26, 21 1/8 ' co q5) D., D.t o. WlDt i,- ua cr WIDTHWIz0 < zu - 6 A Kip CL 2 LL Luco 3: z Q 17 7 z rD ` e uJ Y 00 NOTE 2 x a- < NOTE 2 '7 NOTE 2 x< Lo x NOTE 2 x Z W n_j ZE M Y CL MULL 6' MAX, 6" MAX. POST D, L,O, D,L,O, S MULL POST--4 71 U,>, 0. z NOTE 2 NOTE 2 12" MAX PANEL WIDTH NOTE 2 4 NYE 0 4 i TYR 51LI 12"MAX. 0 2 O_ 00 - cLL) 1 TRI UNIT (OXO) PANEL WIDTH 35 314* MAX w I 0 PANELWIDTHxnizco uj z 3: 37 1/2' MAX O.A. DUAL UNIT (OX) V) 0 w7, z S 0 ZFRAME WIDTH 0 z O021118" ZE w XAX. WID 0 2: 2uj Dw Lu X o zo Z C w "' z P 7 v 0-0 00DC a1x F 0 0 a 2 7uj01 - NOTE2NOTE21707! NOTES: 1 - ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE CONSTRUTjqnij,,, 1+ 0 zSFtVn12, 131/09 1/ 2'= 1' A7§" NOTE20— 86.LUSSECKE J, 353/4' MAX, zr Z cr By S. FREY PANEL WIDTH 441 Z SINGLE UNIT (X) MA JW172009 37 112' MAX OA. FRAME WIDTH 31 112- MAX. D. L.O. Item I 3 4 5 DESCRIPTION HINGE JAMS 11 V4- X 4-9/16- FINGERJOINTED PINE) HEAD JAMS ji 114- X 4-9,16- FINGERJOINTED PINE- LATCH JAMB I1-1/4'X 4-9116" FINGERJOINTED PINEj_ 1-1/4' X 4-9116'FINGERJOINTED PINE) PHILLIPS FLATHEAD SCREW 1 EMBEDMENT Material PINE PINE PINE PINE STEEL NOTE 2 6 NOTE 2 i g 7 8 i—o 1,1 12 13 14 15 17 18 19 21 22 23 24 25 26 27 10 WOOD WITH I/2'MIN. 4- X 4" BUTT HINGE 12GA, (,098- MIN) 9 X 3;4" PHILLIPS FLATHEAD WOOD SCREW 10 X I l,2'PHILLIPS FLATHEAD WOOD SCREW 2ITW BUILDEX TAPCON WITH I 1;4'MIN. EMBEDMENT COMPRESSION WEATHER INSWING THRESHOLD ENDURA MODEL LZAILP5625RDSR 6063-T5/COMP, 98 X 2 1!2- PHILLIPS FLAT HEAD WOOD SCREW ITEM NOT USED 8X 1- FLAT HEAD WOOD SCREW SIDELIT&FIXED PANEL SEAT. Z60 SERIES (ENDURA) TOP RAIL LAMINATED BOTTOM RAIL 2 HINGE SIDE STILE LAMINATED VENEER LUMBER (LVL) LATCH SIDE STILE ODL LIP-LITE FRAME 16 Ga. 716"CROWN X 2" LONG STAPLES CORRUGATED NAIL it2"X 1-1!16*25GA. KWIKSET LOCK SERIES 400 KWIKSET DEADBOLT SERIES 660 8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL STEEL STEEL STEEL 26 Liz 7q) CLx t7 NOTE 2 e 21 118" D. 1' 0 WIDTi FOAM ALUM ICO STEEL STEEL PLASTI( LVL STEEL LVL 7 '7 LV,, PINE PLASTIC GLASS STEEL STEEL STEEL STEEL STEEL WOODI'CY D-'\ NOTE 2Ka7 35 314" MAX PANEL WIDTH SINGLE UNIT (01X) 28 29 30 31 33 34 12X WOOD SUCK GRADE 2 SOUTHERN YELLOW PINE NON -COMPRESSION SHIM EXPANDED POLYSTYRENE (1.0 TO 1.25 pet DENSITY) MFG BY JELD-WEN STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.021'MIN, THICK,) INSWING VINYL DOOR BOTTOM SWEEP CORNER PADS 2', LOCATED AT THE 8070M OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP 1 OUTSWING THRESHOLD AFCO MODEL, 117TH973 6063-T5/COMPO$ITE WOOD FOAM FIBERGLA VINYL FOAM I I ALUM.;COl 31 SILICONE BEAD DOW 1199 SILICONE PINE ALUM.iCOMP. WOOD GLASS PLASTIC ALJSEALENT ELLULAR PV NOTES: 1 - ALL VIEWS FROM INTERIOR. CELLULARULAR Pv 2 - MASONRY AND CONCRETE ( 8 TAIE.,A"X 4-9116'FINGERJOINTED PINE 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 40 ITEM NOT USED 41 OPTIONAL 1X WOOD SUCK GRADE 2 SOUTHERN YELLOW PINE 42 11116'0.A. W,'SINGLE STRENGTH (0,087-) ANNEALED GLASS I.G. 43 CORNER TRIM 44 ALUMINUM GLAZING SPACER 45 GLAZING CLIP 46 SASH LU0 2 La to Iu 0 Oi 0-0 U) 3: 0 cc Z so 0- O_ > ea < x < w z 0 co Lj z ot 0 VX-Z of ca oj z oJ"<1 ZLLN ol00 w UJ D zI- W < 0 c lzw (f, ZDU a0 LU 0: CL0- Lu ONSTR%liphis", z 1, DATE 12/31109 DWG FIG.LUBBECKE Ry S. FREY4r JW172009 f"T_2cK 16 1" MIN Y - {- 1" MIN. NOTE 9 MIN. - —1" MIN NOTE i Z 1" MIN 28 41 1' MIN to iL co NOTE -? 1" MIN. 1" MIN 1 MIN, - 1" MIN I i 29 38 n1" MiNALINOTE1— r Y NOTE 2 NOTE 1 NOTE 9 28 4 ( 03 Si) w 5 28 41 q 38 43 z i _ _U z Z W S 0000sraSEEDETAILA10 _ Q i 43 h 2 W Q }' r W i 29 SHEET 15 37 - 0 g i = t0 6-j Q I ..," 42 G J (( M Qj ( i 2q . 11t18" O.A. z Q i 37 i7jM !` SJ < z u - i1J1s"o.a. S w c a 1 a5 46 v q SHEET 15 < SEE DETAIL A A2T Q z zJ — 37i iI Q <a SEE DETAIL A 46 3- j i6 3$ f nc{ ( 44 45 46 4 SHEET15 "aLu ( r, i I n i i z ISSEE DETAIL A 10 30 2 r,' G r r _O ull r SHEET IS `\ r 0—>, w om Lu w, 1 S 21 1 O 10 Q U' i L.... O - x ih (16 O u z cc i v SEEDETAILA1J2" O.A. — O w x4 1J2" O.A. — a J O; 3) 0 d Lu SHEET12z °J -I w Z 4 1 / U 7, 1O30 w v a 3 u w SEEp 1 31 { r x 23 I m 112" O.A. L w w w F O w > 22 C SEE DETAIL A z 21 z X z m 1 Q SHEET 12 w 0. SEE DETAIL A 112" O.A. - Q p q Q z za SHEET12 + Q w oOLLN i 21 o Q n J 22 - 22 xx aOz31N + X21jco2117 17 30 31 31 i 30 17 r 17 Z Qaw 32 32 Z 11 32 11 w Q 321qp2= z 30 D z w O 28 41 i 112" O u n > . 28 41 1 112' SEE NOTE 1 MIN. 9 z InO X SEE NOTE 1 MIN. 9 EM$. a ITa o EMB. a a N f r 5 1" MIN - I w 5 I 1" M- 1"MIN- MIN. 1" MIN -j 0 4 INCVERTICALCROSSSECTIONDOOR'TRANSOM TYP. D VERTICAL CROSS SECTION DQQRfJRANSOM TYP. f O 1" MIN — 1' MIN. ' -- — 1" MIN -- - 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCR£; iM# .... Tj Q z0 4 ; •" tnp'i cn*E 12131/09 j :' i" . O s , e, NOTE1- I MAY BE UTILIZED AS AN OPTION AS 3" = 1 144LONGASMINIMUMANCHOREMBEDMENT * * _ 01xc sG.LUBBECKE DEPTH, INTO MASONRY, CONCRETE, OR V •_ T T1 tY = cnM er S. FREY AVERTICALCROSSSECTION. DOOR TYP. 8 VERTICAL CROSS SECTION DOOR TYP. WOOD IS MAINTAINED. ; ;,y 'ss I f4WOODFRAMEINSTALLATION 4 MASONRY AND CONCRETE INSTALLATION NOTE 2- OPTIONALLY. ANCHOR CAN BE PLACED % O, '£- IN NARROW SECTION OF HEAD OF JAMB. ' 9 04 Vh JW172009 i m — 1" MIN, NOTE 1 C6 1" } 1" MIN -----i 1„ x T i w 1 MIN 28 041 v MiN. 1" MIN NOTE 1 aj MIN. 1" MIN z_ z 1" MIN 28 41co ---- 1" MIN. NOTE 1 7 Lu 1" MIN NOTE 1 F Q z i_ w — 1 MIN 28 41 r z 1" MIN 11 28 41 v I cc i C 29a 209 J fl 38A3S m 29 m - SEE DETAIL ILAILAAzp - M SHEET1537 .i 1 42' O i 38 ' 43 SEE DETAIL A / 3fi . ? z W wcaSHEET15co 11l16" O.A. o uj Q o= I t9 w SEE DETAIL A W Y S to x z x m 37 q2 t 37 SHEET 15 38 Q I - a SEE DETAIL A x6-1 Q `t x 11/16"O.A. 4 w Q 31'• 16 371\ p t 456 N x Q SHEET 15 z ff f J M Q 45 } 4S s — - 1' J = Ihr 37i' 44 1 f a3 a X pl 30 ' 16 M Y a 38 } 37 45 46 ^ O 30 v V t juj 3$ 1 t2" O.A.—j ' X 21 s G a p SEE DETAIL A C, ; p, _ B U) r SHEET 12 ~ bo — `-" > U z 112" O.A. ; O - in LaE DoSEETAILAanO05 SHEET 12 X ZIpm 2fl O 36 > > 1^1 2 — ( t 22 U U 37 36 Q a Lu co 31 18 37 2t \ Q ujz m p 31 16 ! Z 31 t Y• - z s"ir > X 2330 _ r CO 17 30 r <? oiioLL G In w p; x ui t 30 30 olp s z SEEDETAILA 112"O. A. - [ x 21 =s O 37 37 z yip a SHEET 12 z CO 1/2" O.A. `O 5 a > fl SEE DETAIL A w r O 15 11 m m SHEET 12 z 11 - w f _ 15 r 4 22 22 141281 112" j ( w l n 21 SEE NOTE EMB. 9 ° i I w Lu L z 214} /a 5 • QQU _O tJ a 31 1"MIN t = Q m > 9 a ' i1" MIN - 1"MIN. 1" MIN O t p w 31 7 tYC VERTICAL CROSS SECTION SIDELiTE TYP, /n z 0 Q 77 O SWOODFRAMEINSTALLATIONLt=s VERTICAL CROSS SECTION SIDELI7E fiYP. I ! Lu z 17 m MASONRYANDCONCRETEINSTALLATIONida303730 { { _ Lu 37 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 1 rLu 15 EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD IS o 0 INOTE MAINTAINED. " 11/ 2" 12131109 MK SEMB, jyO sra e 3" = 1' r+° ZO.LUBBECKE I1" MIN s -U , TAT, S. FREY j P.c 4U1" MIN- 1" MIN. 1' MIN -{ O •.N 4>3f ou s c A VERTICAL CROSS SECTION SIDEL.ITE JRANSOM TYP B VERTICAL CROSS SECTION SiDELITE 1TRANSOM TYP. 'awtDYYc eA° JW 172009 asen+- 5 WOOD FRAMEINSTALLATION5MASONRYANDCONCRETEINSTALLATION il9DaC reve<%rs.t aa,;riFiwD 16 114' MAX. SHIM THK. 1 112" 1 1i4" MIN. EMB. TMIN, EMB, SEE DETAIL A SEE NOTE 4 28 41 SHEET 15 I.0 114' MAX.. SHI1M r1" MIN. > {}r THKSEEDETAIL A a 1 f 21 30=31 1 m O SHEET 15 I- MIN. 22 j to Er 1 30 31 Z 1' MIND z_ O Q 22 18 10 ' j F , 5 Lu Y = 00 N O 't n 9 1" MINz •29 INTERIOR 8 Q y Lu w1" MIN L 0 r n 629C2841SEENOTE4BHORIZONTAL CROSS SECTION coY (L INTERIOR 29 LJ 6 VJEW AT DOOR LATCHISIDE JAMB 7 6 (WOOD INSTALL} MIN A HORIZONTAL. CROSS SECTION VIEW AT DOOR HINGEISIDE JAMB MASONRY AND CONCRETE INSTALL) ; J z g O a1'2' •" i ' I O U MIN. EMS. 114" MAX - ,' -'1 1;4` h4JN. EMS. p 3 } w SHIM THK. -- j .- ._____e_.-,. r O - 0 to 33 -SEE DETAIL A ) ' `"-- 0 1 SHEET 15 f "( 29 p O MIN. EMB. 4 7 4" MAX + 9 1 2 3 4' Q O a USHIM THK37SEE DETAIL A O 46 6 r 18 -30 i t,' SHEET 35 10, wyn z r OPTIONAL MASONRY AND CONCRETE II- - o Z t INSTALLATION FOR HEADERS AND JAMBS h ZO ,„ p SEE NOTE 5 & 6, THIS PAGE zi z r O- Q < O r 5 o ZLLM o 21 ¢ z a### aINTERIORSE£ 41 28 29 31 12 E£ NOTE 2 NOTE 4 114" MAX. 1 114" L 1 HORIZOCROSS SECTION SHIM THK--- MIN. EMB. NOTES NTAL 1 1tA" 6 VIEW AT FIXED PANEUSID£ JAMB 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 Q MIN, EMS. 1! 4" MAX. SHIM THK. {WOOD INSTALL} SEE DETAIL A g 15. o a w( SHEET 15 r iii _ z 2. SPACING FOR ITEM #12 FROM TOP DOWN: u O 2 S££ DETAIL A 37 1fl 6". 2S"", 50-', 73 ;'. o g m z 4 SHEET 15 1t4' MAX. SHIM THK }E- 12',,',,, L 3. ASTRAGAL SCREW SPACING FOR ITEM #14 a Z U O I 3 SEEDETAIL A 4 i i MIN, EMS. 30 18 = FROM TOP DOWN: 2'. 3-j". 20". 24-a, 39". p >. SHEET 15 II ; 1 ' 4. 1X BUCK MAY BE UTILIZED AS AN OPTION i z ' o uj 18 30 2371zAS LONG AS MIN, ANCHOR EMBEDMENT - o, D ? DEPTH, INTO MASONRY.. CONCRETE. OR ' it of z z 2 30 18 I WOOD, IS MAINTAINED. z 2 z 21 t 5. TAPCON (ITEM #9) ANCHOR SPACING SAME m g r 4 € -- z } jj AS WOOD ANCHOR ITEM #5 SPACING. 01¢ 5 INTERIOR 6. OPTIONALLY. ANCHOR I PLACED IN t r iij R ) 21 { NTERIORESEE NOTE 22 31j ?9 NARROW SECTION 21 I 28 4141 13 31 12 EE NOTE 2 INTERIOR SEE NOTE 4 ¢,.•'"p °"rei 12131/09 f' 2; 28 41 SEE NOTE 12 31 6 29 28 VSEE NOTE 4 r j HORIZONTAL CROSS SECTION 3" _ 1 t SEE NOTE4 VIEW AT FIXED PANEL/SIDE JAMB * 71 j} °'x.LUBB£ CKf MASONRY AND CONCRETE INSTALL) .p -TAT ,-', rJ S. FREY D HORIZONTAL CROSS SECTION 'A :fi-<U ' 6 VIEW AT FIXED PANEL ISIDE JAMB E HORIZONTAL CROSS SECTION C% • a'' r eo.(MASONRY AND CONCRETE INSTALL) 6 VIEW AT FIXED WOOD INSTAL PANELISIDE JAMB '1172009 LR A 1 HORIZONTAL CROSS SECTION 7 VIEW AT HINGEDPANEL!SIDE LITE AT MULLION HORIZONTAL CROSS SECTION VIEW AT FIXED PANEUDCOR LATCH ATMULLION 1 1/2"MIN EMB. TYP i — Z a: Qs SEE NOTE li4" MAX I 1j4"MIN, SHIM THK, TYP. EMB. TYP. SEE DETAIL A--\ SHEET 15 zj 406 44 (42, EL CL z 1. 209 45 37 43 29 INTERIOR SEE41288 41 SEE 9I NOTE 4 rD HORIZONTAL CROSS SECTION NOTE 4 7) VIEW AT FIXED TRANSOM MASONRY AND CONCRETE INSTALL) 1 1/4' 1/4' MAX. SEE DETAIL A 1/4"MAX, MIN. EMB.-!-'--'- SHIM THK. SHIM THK. SHEET 15 SEE DETAIL A MIN EMB. SHEET 15 10 / @ ZO pp w z zz4 Lu zLU U) Lu 52 SEE NOTE 8 41 2 2 21 NiERM SEE NOTE 4'11 8 41 E HORIZONTAL CROSS SECTION f HORIZONTAL CROSS SECTION 7 VIEW AT DOOR LATCHISIDE JAMB VIEW AT DOOR LATCf_vSIDE JAMB WOOD INSTALL] MASONRY AND CONCRETE INSTALL) 1 A" MAX SHIM THK. TYP. 38 SEE DETAILA 38 SHEET 15 44 42 cc jo651— fJj tip CCZQQco Lu LL cli coco268 29 45 37 43 29 8 41 L S E NOTE 4 C) F_ HORIZONTAL CROSS SECTION LIJ r- _j VIEW AT FIXED TRANSOM cl) Y CL WOOD INSTALL) 0 ujz E 9 LotowL) NOTESUo0 6 V) w 1. FOR ANCHOR SPACING, SEE SHEETS 13, 14 & 15 00 _— V') 0cr2. SPACING FOR ITEM #12 FROM TOP DOWN. 3: X o 6', 28-j, 50-i-, 7 3-f. o 3. ASTRAGAL SCREW SPACING FOR ITEM #14 FROM 70P DOWN: Z", 2, 3-7", 20", 24-f. 39" '6 U 4, 1X BUCK MAY BE UTILIZED AS AN OPTION Lu z w 0 As LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. :5 0 cc 0cczm5. TAPCON (ITEM #9) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING. z 00 6. OPTIONALLY, ANCHOR CAN BE PLACED IN § Q U) NARROW SECTION OF HEAD OR JAMB. < Z Ili I"'- IN, MIN I-MIN 5 w 1 ii2' 0 z MIN.; MS. N,EMS, 1 1/4'MIN, EMS, C<U 81 z C Lu u 1/ 4' MAX I 1 2 3 4 Z C)0 U a0 e SHIM 7HKyASEEDETAIL A SHEET 15 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 5 S 6, THIS PAGE 5 F N 2,'31i( 77' 5T HS.LUBBECKE Tlt i x S FREY JVV172009 16 64 V2" MAX O.A.WIDTH 58 112' MAX. D.L.O. NOTE 2 21 1/8- 0' 6) MAX. 2R, WIDTH w o C) x c z o 11 x NOTE 2 141 NOTE 2 6'MAX D L.O. MULL A B i NOTEOTE 22 9 12- MAX, NOTE 2 35 3A" MAX PANEL WIDTH PANEL WIDTH TRI UNIT (01OX0) 51'MAX O.A. WIDTH 21118" jAAX.. 0 k.a WIDTH c ui QLun z 7 Pe 11 rB" x CL < NOTE 2 NOTE 2 x 2 MULL6"MAX, POST NOTE I N12"MAX. OWE 2 PANEL WIDTH 35 3/4" MAX PANEL WIDTH DUAL UNIT (OX) 0 b lli Z x z NOTE 2 37 112'MAX O,A. FRAME WIDTH 31 V2" MAX. D.L.O. 211/8' X, D,L 0 w6 NOTE 2 SINGLE UNIT (O/X) NOTE 2 D6 5) ujT rE\ 77, x I i" Lu 0 1z DOTE 2 35 314* MAX. PANELWIDTH 64 IJ2"MAX O.A. WIDTH 35 314* MAX PANEL WIDTH 21 l,8" 26:, 0' AX. IL.O. uj rQ z c x NOTE 2 x< x :2 NOTE 2 s ;0 6" MX- MULL Lo POST 12" MAX r D NOTE 2 NOTE 2 PANEL WIDTH TRI UNIT (OXO) 37 V2" MAX O.A FRAME WIDTH iI 21118" X. D 0 WID'N o ujIxT Om 0 7 17 0 z NOTE 2Q g 35 3!4" MAX. PANEL WIDTH SINGLE UNIT (X) NOTES: 1 ALL VIEWS FROM EXTERIOR. 2- MASONRY AND CONC%TV, 1-4 1, F cwr 12/31,'09 112'= 1' G W-LUBBECKE S. FREY JW172009 rll MIN. NOTE 1 MIN]1" MIN 1" MIN NOTE 1 X r z - 1" MIN 28 41 - 1" MIN 9 21841 1-MIN. 1.. I 1" MIN g 5MiN. 1" MIN _ NOTE i x Y NOTEl 2 NOTE 1 - 1" E 2 $ 28 4 oc z 5 r 28 41 , i _, 29 3g 1 43 I m t- - - - Cc2J # 29 SEE DETAIL A - ; x 3c E Z O J M 1 = r SHEET 15 37 - A2 O w T < 43 r z _ a LJ w 2 11l16" O.A. o u v 37 Y -ador j 58 Y -- 98 j I z _1 i 42 O i w Q'_ 1 44 SEE DETAIL A 11/16" O.A. X Lu< < 31 g z ( _l34 4 45 46 Q SHEET 15 < Q LL til J S SEE DETAIL A i Y n440371X SEE DETAIL A Z' 45 , 46 N X <CSHEET15 14 36 SHEET 1510l 30 38 f n 37 1 n w z 38 00"' O 2 // o 0 ui212O21 /%i O v} 1!2" O.A., i Ci w w 1/2" O.A. - - x _ 2 1 xx p w O a w 16 16 I O 0 wFri I! z _ ff '- O 7 i-'' 96 r ° ' a EE £TAIL A z( t3 4 a w ' x w 10 w 4 a SHEET 12 w 2 SEE DETAIL A r1 ° ` z w 30 31) w z = U SHEET 12 w a z 21 w wJ &3o 31 w z > x 22 i w b 22 < z zj u O N c9SEEDETAILA1!2" O.A. i CL 21 z OxtC4 ! O ! 21-1t---}- " 21 SHEET 32 X SEE ETAIL 112" O.A. 0 0 u O31 < >_ w 22 uj a a 31 \ Q 27 X I W -°n' Leo17t 17 0a t 3 /# p 21 1 Q oim < 10 10 L7 w 31 J 17 ¢ C a: b» I I Lu30 -0 i Z 1 O a cv Q ?_ w = C 34 39 34 39 3010i7 C9 a 2 zI v 34 39 t9 Z v 1 o Q 1 z 34 39 0 O v ° z Q 28 41 r 28 41 -` ..... r O U Cc)> EE NOTE 1 9 ! SEE NOTE 1 - _ 9 _ O QI Q_ 5 1"MIN \./ - 1" MIN 2 cd 1" MIN -IQ w 1' 1" MIN - 1" MIN,q MIN. 1" MIN w MIN. C i D VERTICAL CROSS SECTION SOM TYP VERTICAL CROSS SECTION, DOOR/TRANSOM TYP, 9 MASONRY AND CONCRE[i AjtL FY i m 4j + WOOD FRAME INSTALLATION VERTICAL CROSS SECTION. DOOR TYP. 9 WOOD FRAME INSTALLATION % B VERTICAL CROSS SECTION DOOR TYP. d NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS f 3 i MASONRY AND CONCRETE INSTALLATION LONG AS MINIMUM ANCHOR EMBEDMENT ,*' * = e -5IUBBECKE DEPTH, INTO MASONRY. CONCRETE, OR _ v Tf L X = S FREYWOODISMAINTAINED. er NOTE 2- OPTIONALLY, ANCHOR CAN BE PLACED % p, erJ,x r}G No. IN NARROW SECTION OF HEAD OF JAMB, JW172949 1 5PF'1l. iil. AU't'OillUj13 nNY., C6 — 1" MIN. NOTE 1 co 1" MIN MIN. X z 1" MIN v w { 1"MIN NOTE 1 t6--"'1 MIN. 1" MIN z 5 26 41 1" MIN 9) 28 43 i m - 1„ MIN. NOTE 1 g 3" MIN NOTE 1 413Nw " 1" MIN — 28 41 z j I 1" MIN 9 28 n 0 I + 29 1 J J.- ;' I .. 41 o= > CC 38 43 t f 29 ; m O SEE DETAIL A S O x Y ` UCc- SHEET 35 37 f^ j O S Q X 39 N 43 ` SEE DETAIL A -- / 1 -- Z O J t42 = w g = ti SHEET 15 / >L LLL N 11/16" O.A. 0- ?; t w SEE DETAIL A 6 Z Y Z coXz < u 1 37 42 1 u _ SHEET 15 36 til Q 4 Q =- SEE QETRIt A x = J `' d" a x 11/16" O.A- a < 31 6 r 2 44 / 4 - SHEET 2 OLu 45 ; 46 < 2 2 ' Q LL 16 Lu r J S3744 /' O x 0 / 31 co Y it v 45 46 7 38 # r I °- 21 t O 30 r Z Lu co 112" O.A.--- { x w O m SEE DETAIL Auj: - r 21 O O o SHEET 12 { rI = O z 112" O.A. ; - Ct 6 w ° p SEELO SHEETI2 ~ O V n 36 2 22 f 22 O J 37 36 21 Lu j 1 bi 37 v } 21 Q a co z ! 30 31 I 16 17 % 1 N ..co t X_? a ZuI 30 XI 10 0 ' 10 C7 g z w o cn z 21 112" O.A. O < ff 21 ml 30 L 7 30 a0a 00 SEE DETAIL A O z 112" O.A. O 37 31 34 39 31 SHEET 12 Xw343915.m UI r pSEEDETAILAm00SHEET12 4w2941Q 22 -1 f 22 i SEE NOTE 1 9 a LuLu Lu Z i21 / ti 21 / u) Z f ¢p ME Z 37 — g 6 1" MIN m ;- 1" MIN. - MIN 0- Z w Su_1 U` a77 U` ti 1"MIN —'-f Lu ODO > luj 17 N t~ Z0O Ix O 10 Om O 10 30 30 Lu VERTICAL CROSS SECTION SIDELITE TYP. D VERTICAL CROSS SECTION SIDELITE TYP. d a N 37 Z 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION W 39 37 34 39 31 1 11lI11111!/ 29 41 0`' S F ',' m 1 z°l Z aEE NOTE 1 m 1 a NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS : '' - i1 °are. 12131/09 t 9 LONGASMINIMUM ANCHOR EMBEDMENT % r' ; /•t O sce 3" = 1' LLJ a ---TDEPTH, INTO MASONRY.. CONCRETE, OR * ' N 77f/ * 8g.LU66£CKE WOOD IS MAINTAINED. 5 -I 1"MIN r V TAT, tY = c_ar S.FREY 1" MIN. 1" MIN ---I p 1" MIN o itr : nRtw1X , f 1 VERTICAL CROSS SECTION SIDELITE /TRANSOM TYR B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. `-ii JW172009 i 10 WOODFRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION w! nut aQunyx s kt 16 114' MAX. 1 M1N, EMB, SHIM THK. 1 1 112" SEE NOTE 4(28 41 SEE DETAIL A — j MIN. EMS. T 1 1/4" MAX. SHIM SHEET 15 THK ,_i } SEE DETAIL A 1 3 —I ) r T 1' MIN, > SHEET 15f 1" MIN. 21` s30 31— co l ' 1 1" MIN. .22 , 16 10 I j w ,.n 21 3031 i r v 22 18 \ w 1" MlNO Z O LL O i 5 w LIJ MINzYSOD 9 1" ILU 1" MIN EXTERIOR 6< t y --- 7 , 6 29 28 47 EE NOTE 4 W r 61 < T1, 29EXTERIORv 6 $ HORIZONTAL CROSS SECTION 11 VIEW AT DOOR LATCHSIDE JAMB WOOD INSTALL) MIN, —( A HORIZONTAL CROSS SECTION 1t4" MAX"MIN. I' MIN 11 VIEW AT DOOR HINGE/SIDE JAMB SHIM THK. SEE DETAIL A 5 MASONRY AND CONCRETE INSTALL) LU 1 112" SHEET 15 7 Ire' i 0g MIN. EMB- ASIN EMB. a i;aT FAIN. EMB. o p uj 0-} 3 2g wOa ti18 30 1 Ira IMAx 9 O O O z Hlff THK. 7: 9 1 2 3 4 O .,^. Iv O z " 1 SEE DETAIL A QO `? U Om SHEET 15 5fI ) , OPTIONAL MASONRY AND CONCRETE ' Zn m 30 1 21 INSTALLATIONFORHEADERSANDJAMBSz2 a SEE NOTE 5 & 6, THIS PAGE ff -' z u) 0 SEE 41 28 29 31 0 a 12 a oZo0NOTE4EXTERIOR NOTE 2 00 0 ¢ a a C HORIZONTAL CROSS SECTION 11 VIEW AT FIXED PANEUSIDE JAMB 114" MAX. 1 1/4' - WOOD INSTALL) NOTES 0 SHIM THK-- !— =MIN. £M$11. Lu 1 714" SEE DETAIL A t 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 O MIN. EMS — —714" MAX. SHuj IM THK. SHEET 15 0z2. SPACING FOR ITEM #12 FROM TOP DOWN a a. Z` 1 p 29 -SEE DETAIL A 37 6", 26-", 50-", 73-". Q uj i z V4" MAX. SHIM THK: 04SHEET751V2" 2 30 18 3. ASTRAGAL SCREW SPACING FOR ITEM #14 a z UI O SEE DETAIL A 4 MIN. EMS. 1 FROM TOP DOWN: *z'", 2", 3-2". 20", 24 4'. 39". V 0, >137 SHEET 15 4. 1 X BUCK MAY BE UTILIZED AS AN OPTION 0 O1 w 18 r30 37 .-- Z AS LONG AS MIN. ANCHOR EMBEDMENT z Q 11 DEPTH, INTO MASONRY. CONCRETE, OR 'j 0: o D 30 18 WOOD, ISMAINTAINED. a a- _N g f l 21 l ) 5. TAPCON (ITEM #9) ANCHOR SPACING SAME T l 4 5 z i EXTERIO AS WOOD ANCHOR {ITEM #5) SPACING. o a i 21 zi SEE NOTE 12 31 9 6. OPTIONALLY. ANCHOR C VWT PACED IN rio EXTERIOR 28 47 NARROW SECTION O Fji Jat m I¢?pI 21 1 SEE NO Tf4J Q % c "2131'09 i 36"31 12 EE NOTE 2 EXTERIOR Q ; • l 26 41 SEE NOTE 12 31 2' 26 41 SEE NOTE 4 ( HORIZONTAL CROSS SECTION T' ty 77 £ 3 = 1 SEE NOTE 4 11 VIEW AT FIXED PANELISIDE JAMB / # 0-G W-LUBBEC_KE MASONRY AND CONCRETE INSTALL)' •D TATOF'-Y' = crrma ?*: S- FREY D HORIZONTAL CROSS SECTION R ,.1, au - 71 VIEW AT FIXED PANEL/SIDE JAMB E HORIZONTAL CROSS SECTION • r,°R'' T rat awe rr MASONRY AND CONCRETE INSTALL) 1 VIEW AT FIXED PANELtSIDE JAMB 'D JW172009 WOOD INSTALL) i fix" 16 1 A HORIZONTAL CROSS SECTION 12 VIEW AT HINGED PANEUSIDE LITE AND MULLION LB) HORIZONTAL CROSS SECTION 12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION 1;4" MAX 1 114"MIN. I gHIM THK. TYP. EMS. TYP. 38 SEE DETAIL A—\ 38 SHEET 15 1 J 46 44 a2 / a z 1 29 45 37 43 29 SEE 41 28 EXTERIOR 8 41 SEEl9NOTE4NOTE 4 D HORIZONTAL CROSS SECTION 12 VIEW AT FIXED TRANSOM MASONRY AND CONCRETE INSTALL) 1 1i4~ 114" MAX. SEE DETAIL AMIN. EMS, --SHIM THK. SHEET 15 03 I 4 1014— 19 20 ui z / f S I 1 2 t 2 30 21 1 SEE NOTE 4 28 at EXTERIOR F HORIZONTAL CROSS SECTION j_2,1 VIEW AT DOOR LATCHISIDE JAMBMASONRYANDCONCRETEINSTALL) 114" MAX. 1 112~ SHIM THK. SEE DETAIL A MIN. EMS.—1 ( SHEET 15 3 114" MAX SHIM THK. TYP. 1 112" MINT! EMS TYP 38 1^ SEE DETAILSHEET15 SEE NOTE Lu I 1 r z , z UJ 2 z SEE NOTE 4 8 41 ?9 0 21 EXTERIOR E HORIZONTAL CROSS SECTION_ 12 VIEW AT DOOR LATCH/SIDE JAMB WOOD INSTALL) 1199 SILICONE SEE NOTE 7 —112" GLASS GRIP 1'151 ( 1 1,$" 1 314" TEMPERED INTERIOR GLAZING DETAIL A SCALE: 6"=1'-0" 1P2" O.A. i EXTERIOR SEE NOTE 4 C1 HORIZONTAL CROSS SECTION 12 VIEW AT FIXED TRANSOM WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13 14 & 15, 2. SPACING FOR ITEM #12 FROM TOP DOWN 6", 28-58". 50-9", 73-4" 3. ASTRAGAL SCREW SPACING FOR ITEM 414 FROM TOP DOWN 2 2~, 3-j", 20", 24-;", 39°, 4. 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. 5. TAPCON (ITEM #9) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING. 6. OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. 7. SILICONE USED ON OPERATING PANELS ONLY. 1" MIN. --j 1'MIN. 1" MIN j- 5 11 PrtIN. EMS. - 1 7,4' MiN. EMS, V4- MAX "16"ZI111 SHIM THK 9 1 2 3 4 SEE DETAIL A SHEET 15 10 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 5 & 6, THIS PAGE Ii1fI., cSF/v- O LLS CL JQCOH U JzOQz LliLL 0 J Q Lo cl) Q co y IZ w 0LuOh 0 } ci' 0 < 00rx0 z0 000 NO ZEr o0 Qwi x 111.7 uj zwz 91 30 nr0 ycrffZ w 0 p Z LL cc O a 0! w aD 04Zj w i ai R2/ 31/ 09 G.LUBBECKE S. FREY JW172009 i zaFacp$q.a i F6vE'0. '. Usti #7i 134c +4UvNO. tsl:; L2—ck 16 SEE DETAIL G TYP. --t—,- SHT, 15 Q24, 7"TYP, 8' TYP. 2- TYP' TYP, 6"Typ, 1'f3' TYP, SEE DETAIL 6 3' TYP, SHT. 15 SEE DETAIL F SHT. 15 Lu Lu ujLu 7teuz 01 Lu 9 5 TyP. li ii it it MULL SEE DETAIL C SHT. 15 ANCHORING LOCATIONS TRI UNIT Wf TRANSOM INSWINGIOUTSWING UNIT LOiOXO) SCALE, uj flco7 z ox 0 L) 00 Lu i 0. K D- 2 : 0 z aria —. 0— zt: 0 Z Z O-< i < o 6LL, NOTE: I - ANCHOR SPACING FOR BOTH INSWING S. OUTSWING. 12131/09 1/2' = I. GLUBBECKE S FREY JW172009 SEE DETAIL SEE DETAIL B TYP. SHT. 15 SHT, 15 7' TYP. 2' 224 6" TYP, TYP —SEE DETAIL 8 TYP, SHT. 15 3' TYP. D7 Typ. r—SEE DETAIL F3-T.YP' j- tl uj r-415sL TYP. Lu x 1_m r9 J5 TYP. x Qom' W Lu MULL0 SEE DETAIL C SHT 15 Lu U) w (n Lill uj LuANCHORINGLOCATIONSDUALUNITujV) INSWING/OUTSWING UNIT (/OX) L 0 Lu SCALE: 1/2"=1'-0" XTYP SEE DETAIL B ""\—SEE DETAIL CSHT. 15 SHT. 15 CL ANCHORING LOCATIONS SINGLE UNIT W/ TRANSOM JNSWING/OUTSWING UNIT fOfX) 9 0 SCALE: V2"=1'-0* z 0, x TYP. U) Z N w X IX 2 x NOTE: i 1 - ANCHOR SPACING FOR BOTH INSWING & OUTSWING. uj 0111111111, Qr S FLu0) w0 O'sX0 00 < 060 y z 00 o L) zrdx< Lu 2i il 0CZZt () I Z 3X_Z 0 D - 0 o to jjjj0 Lu L Lu az 121131V09 uj v, o 1f2"= 1' ANCHORING LOCATIONS SINGLE UNIT _ SEE DETAIL C iNSWING;OU TS% A NG UNIT iX) > SHT. 15 SCALE: 1;2" = V-0" 3GLUBBECKE S FREY JW172009 16 d x SEE DETAIL G 6'TYP, 3- Typ, 3" TYP- 3/16" C-SINK NOTE 1-US W SEE DETAIL B 2 W U4 o, Lu Lu 1 U) Lutr 7 T x x 69 TYP MULL MULL IEE DETAIL C ANCHORING LOCATIONS TRI UNIT INSWINGIOUTSWING UNIT (oXo) SCALE: 112* = 1'-0' 1 DETAIL LATCH & DE BOLT STRIKE PLATES DETAIL F CORNER DETAIL AT TRANSOM MULL QE DETAIL C CORNER i-ViRDETAIL AT HEAD CORNER DETAIL AT SILL WS ANCHORING LOCATIONS TRI UNIT INSWINGIOUTSWING UNIT (oXo) SCALE: 112* = 1'-0' 1 DETAIL LATCH & DE BOLT STRIKE PLATES DETAIL F CORNER DETAIL AT TRANSOM MULL QE DETAIL C CORNER i-ViRDETAIL AT HEAD CORNER DETAIL AT SILL WS USE 07 DETAIL D HINGE DETAIL NOTE: 1 - ANCHOR SPACING FOR BOTH 0 j o z 0 < Co)) 7 a. LL c\jZLU00 Lu Y T- co LU t'- -j 1) v) Y CL D—E 12/31109 c L AS SHOWN D+G aG,LUBSECKE TXTt OF IZ Z c.K By S PREY JW172009 S— 4 9116" 4" 77` WOOD JAMB FINGERJOINTED PINE SCALE: 2 12 GA. BUTT HINGE 4x4x12 GA. STEEL 4 SCALE: 6' = l'-O* r- 2,D) LOCK BLOCK FINGERJOINTEDPINE SCALE: 6'=1*-o" 1 112" 01: 11 ol; ' 45/ 8--1 AFCO OUTSWING THRESHOLD tALTERNATEj 6063 T5 AL AND COMPOSITE SCALE. MULL POST EDGE GLUED FINGERJOINTED PINE SCALE: 6'=1'-O' MAE 21 ODL LIP FRAM PLASTICSCALE: 6'=1'-O' Zo 1— 112- 1— 2 1/16' ENDURA INSWING THRESHOLD 6063 T5 AL AND COMPOSITE SCALE: 6=1'-O" AFCO OUTSWING THRESHOLD 6063 T5 AL AND COMPOSITE SCALE: 6"=1 '-011 1I 2 1/8" 1— T 15 SIDELITE SEAT EXTRUDEDVINYLSCALE: 6' = V-0" 4 9116- 46 jS&NELLULAR PVC 45 CSOM SASHj9&NELLULAR SOMGLAZING CLIP (43 jg?NSPLASTIC OMCORNER TRIM 36 TRANSOM JAMINTEB CPVC FINGERJODPINESCALE: 6=1'-O" SCALE: 6" = V-0" SCALE: 6' =1'-O" SCALE: Ti f— 1f2" i__ COMPRESSION WEATHERSTRIP LOXSE Al 9650 FOAM SCALE: 6'=1*-O" 10 n17 BOTTOM RAIL 25 GA, STEEL SCALE: 6"=!'-D' T t_S LATCH STILE TOP RAIL HINGE STILE LAMINATED VENEER LL, LVL) SCALE: ID688 1 3/ 4- DOOR BOTTOM SWEEP I— 1314--i VINYL CORNER PADS SCALE: 6" 33 PLASTIC SCALE: 6'=1'-O' uj O 0 F- to0 U) Q X 0o z oLu060 z 0 0 0 ui L; z 1 Z ZL' N O O AS SHOWN 01, G EG.LUBBECKE ir Z wart av S. FREY E ZJJ ' P'R— wo JW172009 16 n 16