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Home My WebLink About22-39192MMM3Wr#1=#=1=q Address: 39031 Blue Jay Ave ZEPHYRHILLS, FL 33542 Phone: (727) 457-9265 BAR-003919-2022 Issue Date: 04/19/2022 Building Valuation: $4,596.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $4,599.00 Total Fees: $62.98 Amount Paid: $62.98 Date Paid: 4119/2022 9:15:01AM 39031 Blue Jay Ave 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11191TIN 1111IF11111911, I III I III 117771 Complete Plans, Specifications add fee 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. 1A CONTRACTOR SIGNATURE PE IT OFFICEt) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 4/11/2022 Phone Contact for Permittingn 89 > 413 a a a a a a a 4 Owner's Name Nancy VOlkman Owner Phone Number 727-457-9255 Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39031 Blue Ja Ave Ze h rhills FL 33542 LOT# 25 SUBDIVISION I Easy Acres I PARCEL ID# 13-26-21-0100-00000-0250 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH e INSTALL REPAIR e PROPOSED USE SFR COMM OTHER DOOr R lacement TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Replace 1 door,, SIZe. BUILDING SIZE SQ FOOTAGE HEIGHT FIVIBUILDING $ 4,596.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY gW.R.E.C. =PLUMBING T MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION , =GAS Q ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY The Home De Ot SIGNATURE ®. _ REGISTERED Y / N FEE CURREN Y / N Address 1 201 Kelsey Ln #E T4 pa,-P'(33619 License # 1 CGC061641 ELECTRICIAN F COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address I I License # I PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address I License # MECHANICAL COMPANY = SIGNATURE REGISTERED Y / N FEECURREN Address i License # OTHER COMPANY SIGNATURE F REGISTERED Y / N FEE CURREN Address License # Y1€#��f'�I;iiilf#i'tEtMltil!�#I��[[�lfti3[[g'Ii[7if��i��i�a RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement- CONTRACTORS/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. JURAT (F.S. 117 C Pr(�I�t+1�StL Who is/are personally known to me or has/have produced a identification. / Notary Public mmission No. I Name of Notary typed, printed or stamped Who is/are personally known to me or has/have produced as identification. � K --- Nota Yiss,o ry Public n No. . 9 Name of Notary typed, pnnted or stamped IHome Improvement Agreement: Page I Home Depot License #'s - For the most current hstuu:4 visit FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 David Wilson i I Salesperson Name Registration # (Req. in CA,CTME,MD,M1,NJ,DC) Home Depot U. S.A.,Tnc. ("Home Depot") or Authorized Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. 1. Service Provider Contact Information The Nome Depot:] The Home Depot Service Provider Contact Name Service Provider Company Name 1(813) 623-6053 lahs_ccwstpete@homedepot.com FL: EC0001440, CGC1514813, CRC046858, CAC1813767, Phone# Service Provider Email Address er is rot i er 7ffjaz�� #�S14U, -UAU-1 8-TU873 1, 2. Customer Information volkman I nancy iSt Pete 1-1Z8ZV3L8 Customer Last Name Customer First Name Store # / Branch Name Customer Lead/ PO# --- [ Blue Jay Avenue F-----] F33543�9031 Wesley Chapel L FL J L a Customer Address City State zip comeherecomeherel@vahoo.com tolls ahs—ccwstpete@homedepot.com Suite Ec. 61RUMMO I go KIM V on I M I tell I a #12121 1"Off"13-M MGM 119JUS1 114 R.via 460 Swnd.rd Form HIA (21 .fill. I) (E) Generated Date n,?,) Lead/PO4 v OA. 12 1-17R7\1'A1 R Home Improvement Agreement: Page 2 4. Description of Work to be Performed A detailed description of the work to be performed is included in the paragraph entitled Scope of Work, Specification, Customer SununarySheet, Quote Form, Estimate, Invoice or Measure which is included in this Agreement. 5. Anticipated Delivery Date / Installation Schedule Approximate Start Date: E8/05/2022 Approximate Finish Date: E9/04/2022 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. 6. Electronic Records Authorization You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emalls and PDF documents. 7. Contract Price and Payment Schedule Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. ---7 Includes all applicable taxes. Excludes finance charges.* Contract Price: S F596-00 Sales Tax: S 10.00 _J (If applicable, total amount of taxes included in Contract Price) *Jlaxim um deposit 0.,,,N,`L Y applicable in MD, !VIA, ,,VE (33'1o), JVJ, I'VI (99 %) Deposit % 1100.0 Deposit Amount $ 14596-0 Remaining Balance Fo-o 8. Finance Charges Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to Home Depot. 9. Acceptance and Authorization By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand, and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; (iii) all rights and interests under this Agreement are solely vested in the person listed as "Customer" above; and (iv) Electronic signatures will be deemed originals for all purposes. X - - -- - ------ 04/08/2022 Customer's `�, Date X E/s/ The Home Depot 104/08/2022 1 The Home Depot Digital Signature Date For questions related to your installation, contact Service Provider at (813) For any other concerns, contact The Home Depot at 1-800-466-3337 523-6053 460 Swada,d Fo— HIA (21 Ad. 21) (E) Generated Date o4/nR1/2099 Lead/PO4 1-17R7\/3l R v 0.1.12 ,� La1i H-d R':yhi I—. Rq: NonU <ktt n k' -g m m o„ 0 0 0 Q 4lardSto Laor> n J Nar�cvi 'Je Plv� <i i o . s one 1. 11 ew; ' d R al:tt�r.y 1 tl i � 1. „_, ksef o ve*oae aad.a,,:. $ $280 Sin91e 'iT' 0 x ' o IiA w.l el lo�a � Eti :•poe e i (9�Q` D bl 3G C) �-1'� LI ✓ 4,9111'FACEEMEMEM IS130-rtle '. .. Nrn.T°: .v P SF ega<a Lhe� n .e asA t trrs dai tet h'K1; d—lit.l.F11104sn6Y10 B- Sta dud !� MDRO 1 p-is lh C3 (''`�5wn.d Y" 2/3/22, '1:12 PM Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge J Stats & Facts Publications Contact Us BCIS Site Map j Links Search SP dProduct b Approval CA USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail OO � \ FL # FL20461-R7 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 1750 Indian Wood Circle Maumee, OH 43537 (800)843-7628 sjasperson@thermatru.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category L.ter Doors Subcategory g Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan ]. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R7 COI (h) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard ASTM E330 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2014 2000 1994 hops://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbQ3MTAM 8rpzY5Pvl 8fi fTVQ%3d%3d 1 /6 2/3/22,1:12 PM Florida Building Code Online product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and I Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other; See INST 20461.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 1. Therma-Tru Fiber -Classic and I Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: See INST 20461.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and � Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; See INST 20461.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and � Smooth -Star Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 20461.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and I Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL20461 R7 11 (g,)jnsL2Q4L1.j1.pcf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R7 AE (g)_Eva_l 20461.11.p f Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Glazed Composite Edge Single Door (Inswing/Outswing; X configuration) ................ Installation Instructions FL20461 R7 II g)_LnsL2Q4C1.12.pdf j_ _ Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL204613.7AE (g)_f_v_a_1_20_45_1.12.P.di_f Created by Independent Third Party: Yes Nominal 70 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL20461 R7 II g.)_Lnsj2Q461.13.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R7 AE g)_fv_Q_l �2041.1�3.p f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461 R7 II (g,)_Inat 20461.14.pjaf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R7 AE (g,) Ev_a1_ZQ_4_L1 14.pd-f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use I installation Instructions Approved for use in HVHZ: No FL20461 R7 II _jn5LZ0461.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, any I EL20461 R7 AE (g.)_Lvpl4 1 . P-d—f additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass I Smooth -Star I Double Door with or without Sidelites (Inswing/Outswing; XX https:llfloddabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQ\,vtDqsJga49YAgXJkHOuUrrq6tbQ3MTAM8rpzY5Pvl8flfFVQ°/�3d%3d 4/6 Fiber -Classic. & Smooth -Stan COMPOSITE EDGE GLAZED FIBERGLASS DOUBLE DOOR wl or • INSWINGIOUTSWING GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (20201 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J' part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 9 Vertical Cross Sections (Thresholds) 2 Door Panel Details 10 Buck Anchoring 3 Door Panel Details 11 Frame Anchoring 4 Sidelite Panel Details 12 Hardware Details 5 Elevations 13 Glazing details 6 Horizontal & Vertical Cross Sections (2X Buck) 14 Components 7 Horizontal & Vertical Cross Sections (1X Buck) 15 Bill of Materials o t n z f 74.75' FRAME WIDTH 7% � Z Z o= 0 w �U` W X I g (O X u u¢<.. W 105.75' MAX O.A. FRAME WIDTH 15.E WIDTH WIDTH 74.75' FRAME WIDTH I` � z � z .N 3 g :z O� X X �, < = O ® [a Q _ = w Z6 CONFIGURATION ASTRAGAL DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE XX, OXXO STANDARD +40.0 -40.0 +40.0 -40.0 XX, OXXo COASTAL +50.0 -50.0 1 +50.0 1 -50.0 See Sheet 5 for Hardware Specifications z DATE: 611116 i SCALE: N.T.S. - MG. BY: JK ° CHK. BY: LFS a FL-20461.11 SHEET _L OF j5 C E' 1.198- GI G2 EXTERI ii INTERI A. ZZ4, COMPOSITE AP mf'U'lit HINGE STILE CAP (ENGINEERED WOOD} t HORIZONTAL CROSS SECTION Shown w/11 Lite Glazi LOCK BLOCK STILE (12.5'LONG LVQ (ENGINEERED WOOD) 119F 1.875" 0.406' 0.406- j EXTERIOR 2: ---COMPOSITE CAP INTERIOR LOCK BLOCK STILE COMPOSITE HINGE STILE GI G2 (12.Y LONG WOOD) (ENGINEERED WOOD) CAP (ENGINEERED WOOD) t (J:) HORIZONTAL CROSS SECTION \,2 J Shown w/ Molded Open Lip Lite Glazing 36,(Y'MAX. DOOR PANEL WIDTH 3 2 F 5�- I=— 0 21.1 2'MAX. D.L.O. �LIP LITE GLAZING 0 E) 0 p V Ell c'! DOOR PANEL (4 �O � BOOK 00R 0 0 3531 YMAX. DOOR PANEL WIDTH V41 DOOR PANEL Hybrid Door 35.813" MAX DOOR PANEL WIDTH CDOOR PANEL I '.., 42�k,l Door t1i 0 co, c Z 0 om U) Z om 0 n 0 N , 0 0 X0 Z E m ❑ m on 6 0 m E 1Z oATE 611116 SCALE; N.T.& Dwc� BY: JK S CHK. "SY�LFS 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAMNG FL-20461.17 �� Shown wl Molded Open Lip lite Glazing E Shown w/ Lip Lite Glazing SHET 2 OF 15 0.5" 1.198 COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.0"MAX. DOOR PANEL WIDTH 3 3 EE 0 26.9'MAX. ED D.L.O. (FLUSH GLAZING) x 0 0 E� L �DOOI PANEL 43 BOOK —1 �1 HORIZONTAL CROSS SECTION �3 Shown w/ Flush Glazing 1.199, -Z' ti 'v. Al COMPOSITE W-A CAP LOCK BLOCK (12,5'LONG WOOD) STILE (ENGINEERED WOOD) TOP RAIL (COMPOSITE/ENGINEERED / WOOD) \ — 1.875-1— G3 EXTERIOR r 1,11919, 0.406' COMPOSITE CAP INTERIOR LOCK BLOCK STILE 2-'\ HORIZONTAL CROSS SECTION (I 2.Y LONG WOOD) (ENGINEERED WOOD) Shown wl Flush Glazing 35.813!'MAX. DOOR PANEL WIDTH (DOOR PANEL 44 � DOOR PANEL 35.81 YMAX DOOR PANEL WIDTH ml 7 7 7 M c5 FOAM CORE (POLYURETHANE---1 1.9 PCF MIN. 4� INTERIOR EXTERIOR ( —3 G j FIBERGLASS SKIN o (0.073" THK.) BOTTOM RAIL 1.71 (COMP.) 1.71 �3 VERTICAL CROSS Glazing VERTICAL CROSS SECTION Shown w/ Flush g7 Shown w/ Hush Glazing SCAUE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING ND.:� FL-20461.17 sHEET 3 OF 15 Z tttttteorttftzz eA 13.94'MAX. PANEL 8 WIDTH G2 G1 0.GQ 7.1 YMAX. D.L.O. 66'--j INTERIOR 0.66" UY'16 - WIDTH INTERIOR Z omm /it tV EXTERIOR Z a, EXTERIOR STILE (WOOD) 0 M ..-. 2 STILE (WOOD) 0 N 6 0 X Z 0 E� Z .0 a: HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION �0 6 - I- -'f =J I , 6 0 ft. LIP � M U Flush Glazing > m 2: to ng -5 < 1Z O Lj cli 1D 4 C) 1.7' 4 TOP RAIL TOP RAIL x SMELIN PANEL 60 (WOOD) (WOOD) �;- 0 Flush Glazed FOAM CORE FOAM CORE I I . I al I,f'MAX. (POLYURETHANE- L (POLYURETHANE - — — — — — — — — PANEL 1.9 PCF MIN.) L� - � 12 > WIDTH 1,9 PCF MIN.) M 6" MAX, D.L.O. WIDTH e e N O's n EXTERIOR [OR WINTERIOR EXTERIOR L>� 0 < 0 L 10 X 1-1 /7'PPH FIBERGLASS SKIN 21 FIBERGLASS SKIN p / LASCREW (TYP.) [0.070' THK.] (0.079 THK.) Iro 1 0 BOTTOM RAIL BOTTOM RAIL I Z —tj,�DATE 6�1�16 BTS FULL LITE FRAME (WOOD) (WOOD) SCALE: N-T.S. VERTICAL CROSS SEC77ON r4'� VERTICAL CROSS SECTION DWG. BY: JK 3 K3 CHK. BY-. LFS 4 '��—Lip Ule Glazing In.-,,— Flush Glazing Shown m) ING �No C0 SIDELrTE PANEL FL-20461.11 Up Lite SHEET 4 OF _15 44`g4aaaeartrr' W8i <1 n, �•�� Z Kam: ®ram" r 3 3 3 5 3 3 5 4 4 6 • �". ,- \` z 6 7 8 8 S 7 $ S 7 8 %. �'''•._... 5. a z m - -- /!JOV V Z O Z 0 o v m K Ev co w g �pta w c o z T Ce x TABLE V ti m m o z n oho ti N a N Z N V N Z V � � d O rw-n�w Q 4 � a a o ° m w z • � � N H F n o n M p Ll F V M N Q a Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Sc LE: N.T.S. Similar glazed panel configurations are allowed. DWG. BY; JK m Panels shown are for illustration and are representative only. cHK. BY: LFS 3 DMA G NO.: K FL-20461.11 m 0 SHEu 5 or 15 N ® 4 I X @ S X O 5 v i z 7 S - 0 � 2 ago � A 3i 7 � Q � Q _ a a N Y N 1 2 3 4 t Sm SEE HARDWARE CHART 4 4 9 4 9 SEE HARDWARE CHART 9 4 9 4 V V HARDWARE KNOB: SIGNATURE SERIES MANUFACTURER MODEL SCHLAGE KNOB: F51 DEADBOLT: BbD KWIKSET DEADBOLT: SIGNATURE SERIES (960} HOPPE MULTtPO1NT : MPDGSB (THERMA-TRU} (3 pt. Manual Shaatbott) z 7 S - 0 � 2 ago � A 3i 7 � Q � Q _ a a N Y N 1 2 3 4 t Sm SEE HARDWARE CHART 4 4 9 4 9 SEE HARDWARE CHART 9 4 9 4 V V HARDWARE KNOB: SIGNATURE SERIES MANUFACTURER MODEL SCHLAGE KNOB: F51 DEADBOLT: BbD KWIKSET DEADBOLT: SIGNATURE SERIES (960} HOPPE MULTtPO1NT : MPDGSB (THERMA-TRU} (3 pt. Manual Shaatbott) 1-114"MN, EMB. (TYP.) SEE NOTI 4� 6 z L 0, 15" C-SINK (TYP) HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) 1.15"MIN. Notes: EMB. (TYP.) 1. Sidelite assembly screws located 7" from top and IVfrorn bottom & /1;1\ 2 more screws equally spaced between (4 screws total per side jamb). k It 2. Sidelite assembly screws located 4'frorn each end (2 screws along head jamb). (C) L 0.15"C-SINK (TYP) SEE NOTE I INTERIOR EXTERIOR (bG) 1- 1 /4" MIN. EMB. (TYP.) �2 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) /'6-� HORIZONTAL CROSS SECTION "-) Outswing shown inswing similar) EXTERIOR __Vzl�V Z/ INTERIOR r3--VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown inswing similar) ......... A 'Ile 4 < z 0, 0 0 Iq ZO > n z 8 0 a z z0 & .0 . ,1 U M M 0 --UL 2� IZ 0 a: 0O < E� C5 Q 0 0 :to SEE NOTE 2 so saz YNTERIOR V/ EXTERIOR - VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) SCALE: N.T.S.T DWG, BY: JK CHK. a: LFS DRAWING NO.: FL-20461.11 —.-- SHEET 6- of 15 0 Noes. 1. Sidelite assembly screws located 7'frorn top and 14!'from bottom & 2 more screws equally spaced between (4 screws total per side jamb), 2. Side4ite assembly screws locotedV'from each end (2 screws along head jamb). INTERIOR EXTERIOR 1-1/4"MIN - U 40 41 42 EMB. (TYP.) 43 44 45 rl � HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 7 Shown wl I X sub -buck 7 Shown w/ I X sub -buck Outswing shown flnswing similar) Outswing shown (Inswing similar) EXTERIOR r11A INTERIOR 3 _� VERTICAL CROSS SECTION �7 Shown w/ I X sub -buck Outswing shown (Inswing similar) SEE NOTE 2 EXTERIOR ZA INTERIOR r4 _� VERTICAL CROSS SECTION �7 Shown w/ I X sub -buck Outswing shown (Inswing similar) ,%WII, "' � ,Lilt vo Z'& 0 ......... .. n 9 ti ll tt Z, z O 0 R Z' E� z .0 5 6.M c o oz 2 re: 6/1/16 ALE: N.T.S. G. E'Y JK K. W: LFS AWING NO FL-2046 1. 11 EU _�7 OF 15 I * 5" of r oar MAX EXTERIOR _EW INTERIOR r3-VERTICAL CROSS SECTION � Direct to Masonry 'O=,.nng only w/ 4-9/,6, jamb Double Door Only (N/A w/ Sidelftes) Notes: 1. Sidelite assembly screws located 7'from top and 14'from bottom & 2 more screws equally spaced between (4 screws total per side jamb). 2. Sidelite assembly screws located 4" from each end (2 screws along head jamb). INTERIOR 40 41 42 43 44 45 I-Ihf. MIN. EMB. (TYP.) I I EXTERIOR I HORIZONTAL CROSS SECTION �n Direct to MasonryT Shown only wl 4-9/16jamb Double Door Only (N/A w/ Sidelites) MAX. MIN. EXTERIOR _[W INTERIOR VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16'jamb r4-'HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16'jamb MAX. MIN, SEE NOTE 2 EXTERIOR INTERIOR rC� VERTICAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 6-9/16'jamb INTERIOR i S I11P11MILWA . = EXTERIOR 25 4�— -(U) SEE NOTE I 1 -1 /,V'MIN. --- EMB, (TYP.) 2 -� HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9116'jomb o 4 oimml 0: ZZ) o - - . Z N-Mn Z , Pv 1 3 IR z 0 n 0 N -:2 0 - W 2 E 0, z W .z0 '5 �dsa c 0 E z <0 :ZE 0, < N, 00 0 AM N.T.S. 'G, BY: JK ! By LFS AWING NO, ❑ FL-20461.11 CET 8 OF 15 Notes: LSill Item Ws 17,18, 32,34,35, 36, 37, 38 &39 are attached to iambs w/ (3) #8X2-1/7'pfh screws at each end. Sill Item Ws 16 & 33 are attached to iambs w/ (2) #8 X 2-1/2" pfh screws at each end. SM Item # 15 is attached to iambs utilizing (2) # 10 X Z'pph SMS at each end, 2. Sidelite assembly screws located V'from each end (2 screws along sill). INTERIOR -,,AV,, EXTERIOR INTERIOR SEE NOTE I E z D VERTICAL CROSS SECTION ai a� Inswing —R, EXTERIOR INTERIOR SEE NOTE zd 4 VERTICAL CROSS SECTION Public Access Sill WWRION EXTERIOR VERTICAL CROSS SECTION Inswing Sill INTERIOR EXTERIOR SEE NOTE 2 D VERTICAL CROSS SECTION InsvAng Sill EXTERIOR INTERIOR (-3 VERTICAL CROSS SECTION Outswing Sill EXTERIOR 25 SEE NOTE 2 INTERIOR 6'VERTICAL CROSS SECTION 9 Outswing Sill Ui rn 64t 0 Ui z fill V) Zom on 0 z 0 EM z 0 -C 0 M '5 0o 1 �7 1 M ME W� A 6 o E o z D nF A Lj C, V) Cf 0 n UKW WU EC 0 LU D LO z M: SCALE: N. T. S, ZE I = t� -- DWG. BY: JK ::F CHK. BY: LFS DRAWING NO.: FL-2046 1.11 SHEET _9_ OF _15 4" (TYP.) m 4" (TYP.) 8" (TYP.) - -7 III III D 2XBUCK III HEAD & JAMBS (TYP III (TYP.) III III III III III III III III III III MASONRY (TYP.) ASTRAGAL A �",, A JAMBS N, (TYp.) 4" III Xt p <Eij (A-1 6 z 0 z pf IT 0 0 x ZO E. Z .0 0 5 maa E as o ALE: N. T. S. G. BY: JK K. BY: LFS AWING NO, a FL-20461.11 EET _10 OF_L5 DIRECTTO MASONRY HEAD (Typ.) T (TYP.) 7- (TYP.) 71 SEE DETAIL I II 7L 2X BUCK (SHEET 12) j IXBUC I X BUCK HEAD & JAMBS FYN DIRECT TO MASONRY II JAMBS (TYP.) D II SILL I SEE DETAIL 2 (TyP.) (SHEET 12) FM 6" (TYP.) BUC (Tyf DIRECT TO MASONRY :EJ =! d A, (3) #8;( 2-1 IT PFH WS DAMS, TO HEAD DETAIL (TYP-) DIRECT TO MASONRY JAMBS " 'TYP 'T)yp') 7TYP.) 7- (TYP.) 3 T-T I I SEE DETAIL I 12) (SHEET K L 2X BUCK j BUCK IX BUCK HEAD & JAMBS (TYP.) .MBS YP.) II F I I PP.) < ::i SILL SEE DETAIL 2 IIII YP-) (SHEET 12) rk(T 1/1 1 FR MASONRY (TYP.) rolmok (TYPI WE (P.) o 0 ZE DATE: -Wo 6 SCALE: N.T.S. DWG. 8Y: J K q CHK. ff. LFS DRAW NG NO, LL FL-20461.1 c SHEET Ll OF r5 25 LATCH & DEADBOLT DETAIL Schloge / KvAkset SEE LATCH & DEADBOU DETAIL DIRECT TO DIRECT TO ASTRAGAL MASONRY MASONRY Latch and Deadbolt IX BUCK IX BUCK 2X BUCK r.;�N 9 2X BUCK r. DETAIL I DETAIL I Coastal Astragal Strike Plate @ Head Standard Astragal —Strike Plate @ Head 0 0, o no SEE HINGE DETAIL (TY 0 0 0 0 0 HINGE JAMB 7 30 DETAIL 2 G C81DDETAIL2G:) DETAIL 2 1/2' 0 HOLE Inswing Inswing _ OutsvAng " Coastal Astragal Strike Plate @ Sill Standard Astragal Strike Plate @ Sill Astragal Bolt Hole @ Sill LATCH & DEADBOLT STRIKE DETAILS SEE LATCH & DEADBOLT DETAIL HINGE DETAIL ASTRAGAL Multipoint Lock 2X BUCK X BUCK DIRECT TO \AASONRY W, 0 z LATCH & DEADSOLT DETAIL guffi—poln-Mo-cT DIRECT TO MASONRY I X BUCK 2X BUCK DETAIL I Multipoint Lock Strike Plate @ Head — Inswing MuJfiaoitnt Lock Strike Plate @ Sill 7 DETAIL 2 79 6r�01, u77tsny—Aug Multipoint Lock Strike Plate @ Sill MULTIPOINT LOCK STRIKE DETAILS <1 ;2 0; z d z 0 n aN 0 Z Ea 0 c, m . ci 6 z J0. VIN uj ro 0 TE: 617116 AUz N.T.S. 'G. BY: JK K. W: LFS AWING NO.; FL-20461.11 err 12 OF 15 BACKBEDDING COMPOUND SHOWN w/ 1 /2' GLASS BITE Ito' St CUT-OUT 1/2" - 9/16'THK. GLASS PANEL vi. 0 ��k —I /9'TEMPFRED GLASS 5 Z � m !2 C omm ITEMPERED GLASS INTERNAL GRID (GBG) INTERNAL GRID (GBGj Z AIR SPACE < 10 (Optional Aluminum Spacer) ttt q Z 21.12" D.L.O. Z 0 0 9/16" INSULATED GLASS INSERT OPTIONS WIDTH 0 g #lox I - I 0 DURASEAL, ALUMINUM X 0 PPH P REw 3A) OR STEEL SPACER 0 E z Z x GLAZING DETAIL 56 0 L Door Panels & Sidefites E Z 0 BACKBEDDING COMPOUND m 1 2 " GLASS BITE A �Ta: SHOWN w/ —I" THK. GLASS MOLDED OPEN DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT PANEL 1/8"TEMPERED GLASS ao AIR SPACE 1 /9"FEMPERED GLASS LID, N _r bi MINI BLIND #lox 1-1/2, INTERNAL GRID (GBG) C� INTERNAL GRID (GBG ci < PPH PLASCREW 3B DURASEAL, ALUMINUM (Aluminum Spacer) OR STEEL SPACER (Optional Aluminum Space,) 0 gfGIAIIN,G DETAIL, C15 0 it G2 BTS Lite Frame V INSULATED GLASS INSERT OPTIONS Door Panels & Sideffes — — — — — — — — I/7'GLASS BITE 5/8"THICK GLASS DOOR PANEL 1 /9' TEMPERED GLASS AIR SPACE N Z '--1/6'TEMPERED GLASS C) DO #lox 1-1/7, :E :E DURASEAL, ALUMINUM BACKBEDDING INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT PPH PLASCREW 3.21 COMPOUND OR STEEL SPACER (Optional Aluminum Spacer) BTS Full Lite Frame E� (§yG�LAIING.DI�TAII C, Rush ". g G3 Flush Glazing ;S i� DoorPanels 5/9'INSULATED GLASS INSERT OPTIONS 0,0 I T GLASS BITE 3/4" THICK GLASS SIDELITE PANE I /8"TEMPER ED GLASS —AIR SPACE DATE. 1/8"TEMPERED GLASS SCALE: N.T.S. I _DWG BACKBEDDING DURASEAL, ALUMINUM INTERNAL GRID IGBG) INTERNAL GRID (GBG) DECORATIVE INSERT PRIVACY INSERT BY: JK CHK. BY: LFS OR STEEL SPACER COMPOUND *�8/11 fb7r IPAME — 0� *AATnS IRE FRAME DRAWING NO, 3A M ]"Glazing a GLAZING DETAIL 1/7'& 9/1 G'Gla7ing 3B 3/,VINSULATED GLASS INSERT OPTIONS FL-20461.11 G4 Flush Glazing Sidelites Glaring SHEEI 13 of 15 2 7.59" 7.5" NIWIN�G E1HO11Fixed ,1 _L__ Inswing THRESHOLD *1NIWIInswinNG THRESHOLD I Basic 71 Sill Composite Adjustable Sill 7-1/7' 4.56" t 4.56'-- Ell INSWING THRESHOLD INSWING THRESHOLD �1 Inswing Basic fixed 38 HO' S� n., s Inswing Composite Adjustable Sill 5.75" 5.77' 4 INSWING NG THRESHOLD 3Inswng Moderate Clima te Sill 1-3/8" (��INSWI.NG THRESHOLD swin ZR C Composite 39 Inswing Basic Composite Adjustable Sill 5.756.9' C5 35 =2THRESHOLD 1e- role Climate SIR �� PUBLIC ACCESS THRESHOLD Ell *JNS V-2 06- JNSW�I.NG THRESHOLD HOLD Fixed 36 InswingBcrslcFcK.d1-,1,4"Sip C5 cS SWEEP �SWEEP 10 SWEEP 2.36' o" ��INGTHREIHOID g7,. ,", 4.56" OUTSWING THRESHOLD �Composlt�e/AlumfnumSlll 5.75" A, < 0 st� C' F- no xz 6 R :c": m z "I P. -u a o d E o z Is I" THERMAL--W--1i--0.063` BREAK r--HIT FLUSH FLUSH BOLT BOLT RETAINER 0.0-63" STANDARD ALUMINUM ASTRAGAL rid 1 FLUSH BOLT w 1— FLUSH BOLT RETAINER 0. 126" OUTSWING THRESHOLD COASTAL ALUMINUM ASTRAGAL Composite / Aluminum Sill (Therrriol Break) 2.13" ;o a C5 ELITE SPACER Inswing SPACER SIDELITTE SPACER 75 1 76 (::7:7:) Inswing 9 M wing oderote Climate Threshold ALE N. I. S , G. BY: JK L FS FL-2046 1.11 EET, 14 Y 15 BILL OF MATERIALS ITEM # I DESCRIPTION 2X BUCK (SG >= 0.42) 1 /4" MAX. SHIM SPACE 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 #10 X 2" PFH WOOD SCREW_ 31& X3-1/4 ITW CONCRETE SCREW 1 /4" X 1-3/4" PFH _ELCO OR CM CONCRETE SCREW 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) 3/16 X 2-1/4" ITW CONCRETE SCREW ------------- 3/W X 2-3/4" ITW CONCRETE SCREW 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW JAMB (FINGER JOINT PINE) SWEEP SWEEP (USE w/ MODERATE CLIMA' SWEEP (USE w/ PUBLIC ACCESS TH', # 10 X 1-3/4' PFH WOOD SCREW PUBLIC ACCESS THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD STANDARD ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL # 10 x 3/4" PFH WOOD SCREW #10 x 1" PFH WOOD SCREW #8 x 2-1 /7' PFH WOOD SCREW #8 x 5/8" PFH WOOD SCREW LATCH STRIKE PLATE DEADBOLT STRIKE PLATE 4" X 4" HINGE MATERIAL WOOD WOOD STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD FOAM _ FOAM VINYL VINYL VINYL STEEL ALUM/COMP ALUM/COMP ALUM — ALUM STEEL _ STEEL STEEL STEEL STEEL STEEL STEEL REM # DESCRIPTION 32 INSWING THRESHOLD 33 INSWING THRESHOLD 34 INSWING THRESHOLD 35 INSWING THRESHOLD 36 INSWING THRESHOLD 37 INSWING THRESHOLD 38 INSWING THRESHOLD 39 INSWING THRESHOLD 40 DOOR PANEL (BOOK) ._.....___ ........................._ 41 DOOR PANEL (HYBRID) 42 DOOR PANEL (U1) 43 FLUSH GLAZED DOOR PANEL (BOOK) 44 FLUSH GLAZED DOOR PANEL (HYBRID) 45 FLUSH GLAZED DOOR PANEL (U i ) 50 SIDELITE (FULL LITE) 60 SIDELITE (HALF LITE) 75 SIDELITE SPACER (INSWING) 76 SIDELITE SPACER (OUTSWING) _ 77 SIDELITE SPACER (INSWING) - MODERAT' 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD 79 MULTIPOINT LOCK STRIKE PLATE @ SILL 80 COASTAL ASTRAGAL STRIKE PLATE 81 STANDARD ASTRAGAL STRIKE PLATE • �'/�/ / �e rrrr "'' o : 5�e ° m a rn i `N> " �o M m a a o E o a@ c W d s m E Dz E MATERIAL ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP _ �O n tiw o & a In Q a m o K 0 a PVCg PVC___ TE SILL PVC STEEL STEEL STEEL N - a m STEEL CONCRETE ANCHOR NOTES: i. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mon arjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT -EDGE ANCHOR ITW._. TAPCON 1J4" , 1/4„ 4,. ELCO 0 ULTRACON 1/4" 1-1/4" 1" 4" ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 516" edge distance, I" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. z TE: 6/7/76 ALE; N. T. S. 10. BY: JK a x.e; LFS 3 AWING No.: Q FL-20467.1 I EET 75 of 75 0