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WS-18-1130Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Per-IMMO. WS-4-18-1130 PermiPermit Type: Windows/Shutters Vat > sslfication.- Window/Door Repiacem Permit Status: APPROVED Issue Date: 4/30/2018 Expiration: 10/27/2018 Parcel Number Applicant 1104 NE 98 Street Miami Shores, FL 33138- 1132050180360 Block: Lot: DADA FAMILY LLC Owner Information Address Phone Cell DANIEL NAVA FELIPE 1104 NE 98 Spur MIAMI SHORES FL 33138- (786)707-9445 1104 NE 98 Spur MIAMI SHORES FL 33138- Contractor(s) FAB INTERIOR & EXTERIOR INC. Phone (305)751-4447 Cell Phone Valuation: Total Sq Feet: $ 2,000.00 1799 Type of Work: REMOVE AND REPLACE FRONT MAIN DOOR No of Openings: 2 Additional Info: REMOVE AND REPLACE FRONT MAIN DOOR Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $120.00 $3.00 $1.60 $130.20 Pay Date Pay Type Invoice # WS-4-18-67340 04/27/2018 Credit Card 04/30/2018 Check #: 3720 Amt Paid Amt Due $ 50.00 $ 80.20 $ 80.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructing. Futhermore, I authorize the above -named contractor to do the work stated. tom, �u ciat C' X tiz r,<.c , April 30, 2018 Owner / A licant � Contractor / Ag ent nature:pp gen t Date Building Department Copy April 30, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RELL JVEL APR 2 7 1018 �LG Ig'clsco FBC 201-4 BUILDING Master Permit No. 'T16- C PE MIT APPLICATION Sub Permit No.\ 16-k `�,O BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Roy t4 e. q8 Miami Shores County: Miami Dade Zip: 'n 13c6 Folio/Parcel#: 1— 32- —0I5- O C'0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �"`� .---- ('LC-. Phone#: Address: 11I00 Zib v - .4a it 6g ('LC --. City: k)°rHA 14 i " State: >r L Tenant/Lessee Name: Phone#: Email: Zip: CONTRACTOR: Company Name: f .`-tb--4¢art O ('- .ay10r Phone#: Address: lock) Nie cj3r t <SE City: k( {�1. SLO r State: Zip: 3% ;3 Qualifier Name: tuvt4.4P d_t @- _A 1_A_Z , Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2) 000 .00 Square/Linear Footage of Work: 43` Zi Type of Work: ❑ Additionit❑ Alteration , ❑ New Repair/Replace 1-7Demolition 1 Description of Work: [�-�a. �-�t� Q . (fiD�e� ��D vt,� vim- _c .,gy p r ; -0�w. � U00,C I - C�c C a..)i I-ti. u� �-u-„[u et- re.b;t 1-.0 -- do rS Specify color of color thru the::1,, Submittal Fee $ Permit Fee $1Q.:O_• 00 CCF $ +,'•sti.!Co/CCS' ^,^, .A^: ^ ".• Scanning Fee $ Radon Fee $ 2 - CA DBPR $ 2- r. 03 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 7 Bond $ TOTAL FEE NOW DUE $ ai°2-6 (Revised02/24/2014) Sign:` Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ._ a :� • o. State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. � "WARNING TO ;-OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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." , f? 74. Notice to Applicant: As a condition to the issuance of a building permit,tvith an -estimated Value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will'be delivered to the person • whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrumentt was acknowledged before me this 17- Si day of {-��c► � , 20 it. , by who is personally known to (ui ail 1sJ0.� me or who has produced as identification and who did take an oath. NOTARY PUB .V-411111.121 Print: AMS r Signature 'CONTRACTOR. The foregoing instrument was acknowledged before me this 2day o � f kkc►t r,20 1S , by 'r+av�o C►Sta, w:....o , who is personally known to me or who has produced as identification and who di• e an oath. NOTARY PUBLIC: yyx s L ; Sign: •Print:: al Vp •iyL Notary Public State of Florida Roberto Jose Paredes T My Commission GG 208475 et ar Expires 04/18/2022 APPROVED BY Seal: ************************* ') • i� Notary Public State of Florida Roberto Jose Paredes ;04rf My Commission GG 208475 Expires 04/18/2022 ************* Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the.i'ighf to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that £his.pioduct of Material fans' • : • to meet the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with ,tbe: 1,prida Building Co ie, • including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/etonomv • • • • DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doof's' • Z.M.I. • • • APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte —Impact Ft ?h Ou ofirtg Doge' sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised.ori Nov 21, 2J 17, signed . • and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control gectioa Revision stamp with • : • the Notice of Acceptance number and Expiration date by the Miami —Dade County Product C."trol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. . .• • •. • .•• • Limitations: • 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0908.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. %f vki.7•\ NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 0I, 2018 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-9.4 • • • • • • along with marked —up drawings and installation diagram of aluminn Udtswing French door,, • prepared by Hurricane Engineering & Testing, Inc., Test Reports No.• TI-144201, issued.: • on 01/06/2011, signed and sealed by Candido F. Font, P. E. • • (Submitted under NOA No. 11-0202.03) • • • • , • • 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 2LQ-.94 . • • • 2) Large Missile Impact Test per FBC, TAS 201-9,4F • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203'-9% • • along with marked up drawings and installation diagram of aluminum Qutswi Ranch door, • prepared by Hurricane Engineering & Testing, Inc., Test Repbrte No. HJ TJ4-09-2823; •; HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/20(59 , signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—T095 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Selo, P. E. (Submitted under NOA No. 03-0219.01) . (1141/4-t-- Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02- 1763 and HETI- 02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz— .... . .... Seda, P. E. (Submitted under NOA No. 03-0219.01) • . . .. . . • . C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying vyjt FBC, prepared by tJ, • manufacturer, dated 12/12/02 with the latest revised dated 07/02A0, signed.and.sealed. . • Thomas J. Sotos, P. E. • • • • • (Submitted under NOA No.10-0128 04) . • .• 2. Glazing complies with ASTM E1300-98/ 04• ••• • . • .. • D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). •. • . . . •.• • . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5tn Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) k4L4-1 Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI-09- 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., .... . . . .• .... dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) • •• • 6. Laboratory compliance letter for Test Reports No.'s HETI- 04-4 V, HE.14a04_18964, : • HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-119'0, HETI-02-1253,..: HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-14 ,: HETI -.o :1763 and • HETI-02-1765, issued by Hurricane Engineering & Testing, Jac.,. dated. 01 /14/03 mitt. • 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. • • • • • • • (Submitted under previous NOA No. 05-1116.06) . • . .. • G. OTHERS . • . • . • •. .. . •. . • 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for trick. Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte --Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER), Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6ffi Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 14-0908.07, expiring 06/05/18. E-4 ...• . . . .... . . . . .. . .... . • .. . . .... . • .... . • . . • • •. . . • . .. • .. • • . • .. /shaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 • • ••• • • • ••• • •• •• • • • •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• • • •• • • • • • • • • • • • • ••• IMPACT FRENCH OUT -SWING DOOR DII7. OF MATERIALS 145 I/O' Max Unit lniiiIth ITEM DWG PART / REQD. DBSCRO'210N BEMARE9 anchor spacing Swing ^ 1 p L-901 LI-098 1 FRAME HEAD MOMS-Tfy X1.�NINQM • • • • ••( • WiSidelite Panel Width 33 13/16' max, ) es © Panel Vieth(CA:'71 ( 35 3/16' TAQH. 2 L-902 LII-097 1 FRAME SILL 6063-T6 AL*4Th F1 • • • • • • 1 • • • 1 1 1 1 1 1 4 1 1 1 I 1 1 I 3 L-903 LII-090 2 FRAME JAMB 6063-1 ALQNAM• • � • 8 3/e'- I1 1 f 1-171/4'y N Max. O.C. 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-15 •LUNINUM • • • • • `app6I - 5 L-906 LI-092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM SEE 16 - 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM AT SHEET T -"(Max. 25' DLO WIdtW 7 L-905 LLI-094 1 x panel LOCK STILE 6063-16 ALUMINUM 3 of 6 / \ 8 L-909 LII-095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-T5 AlylQNl•M • • • / \ 9 L-911 LI1-085 AS REO'D, 1/4 ROUND ALUM BEAD - 7/16' 6063- T5 ALUMINUM • • • • • : rj,'\ 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM. BEAD - 3/8' MOMS-TS ALIMQNN�N • w w / Lf���� 0/ /!�/ /�/\. O /, / 11 F➢-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-TS ALMNUM • • • • /� : j'. /� �� /� 2././ +. 12 WS-001 TP 3286 AS REO'II Bulb Vinyl Vts'p.-Tenn Plastics, Inc. See Material Composition at Sheet 6 1/4' Max Unit V/ STANDARD V4' Max Unit V/ LOW 1/2' Ponet Height Max. 93' ni / \ o 13 PVS-001 • AS REDD. VTSP. d TOP/BUTT. RAILS Schlegel FS - 1B7•r. X 210'h. - / Active Inactive \ - \ _ 14 PWS-002 • AS REOD. VTS'P, • FRAME HEAD & JAMB Schlegel PH - X t; ." o 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE .187'w. .330'h. 6063-15 ALUMIM.94 \ eeV' 0 6 1/2' dead -bolt / / m p 16. FD-619 F10-619-1 2 x panel STRIKER PLATE 6063-15 ALUMINUM Sidelite - \ • I / - x 0 17 FD-631 LII-086 AS READ. GLAZING ADAPTER 6063-16 ALUMINUM /.� ./ / , 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT [Q TOP L 30770* LOCK STILE) /��� \/ '/ / �/ /� j./ 19 FD-621-2 HC-024/025 1 SET DOOR LICK / DEAD BOLT SET KVMSET - Series 6901 COMBO // : 40 7/1 rock se 20 FD-621-2 HC-0241025 1 SET DOOR LOCK /DEAD BOLT SET SChA_AGE - Series FB330 COMBO pDUBLE \ Sidelite 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO RB❑AITLTDM - _ 22 ■ fS-035 AS REVD. Frame Install Screw -Head [See Notes of sheet 4 of 6) 0 1' a/- AIERNATE 0_ BOLT AT SHEET 3 ■ FS-035 REDS AS REQ Frame Install Scree- Jamb/Sig(See Notes at sheet 4 of 6) 2 ____ _ -- " "°r e ___ ---- 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 1112 X 3/4' PH. -PHI. ygitom ( 6 t '� . 25 • FS-012 AS REQ'D, JAMB ADAPTER SCREW *10 X 3/4' P.H.-PHI. 7 5rB'" , yxTv7eY/ 26 f0-634 LII-171 AS REO'II 1/4 ROUND AUM BEAD - I1/16' 6063-T5 ALUMINUM , 6� , ` j / T 27 ■ FS-043 8 GLAZING ADAPT. ATTACK SCREW 68 X L 1/4' Fit -PHI. ANCHOR NOTFC 5 [WI- vac j/'-,�. 1-6 6 ,,.b 6 1/4 /_�6' 28 • FS-049 2/Panel Double Rs. Assembly Screw 3/8'x2 1/4' Hex Screw L Nut 7/"4-1 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sldelite) 8 3/4' cnax ac. a 4 /2 �40 at. ', 14 118' (np o.c o /4 3/4' 29 ■ a AS REO'D, NEUTRAL CURE SILICONE Schrxv-Morehead SM-5737 ANCHOR 0.C. MAX. SPACING AND LOCATIONS. active pnnel) MaCAive panel) DIME 2. SEE SHEET 4 OF 8 FOR INSTALLATION 30 ■ r AS REVD. NEUTRAL CURE SILICONE Dow Corning 899 Same anchor icing r FASTENERS TYPES. at frame hued & WI 31 ■ ■ AS REVD. NEUTRAL CURE SILICONE Trenco 5-500 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. OXXOrr EXTERIOR ELEVATION 32 • • AS REQ'D. LaMneted Gloss see Pg. 5 Dupont - Sentry Glass Plus 11OZEItI 33 it a AS REVD, Laminated Glass see Pg 5 Dupont - PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES; 34 ■ a AS REO'D. Laminated Glass see Pg 5 Stifles - PVB 2). QUALIFIES UNITS WITH AND WITHOUT SIDEIITES 3). MAY. FRAME SITS 146 1/2"w. Y 96 3/4"h. IMO 1). THIS PROOUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & 2017 - 6th EDITION), 35 a IIC-002 2/Panel PANEL. ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' 46063-15 ALUM.) 4). ERT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 36 a IOC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'Dh: 20➢ Rod, Piste, Flange Mut 5), QUALM+IL9 SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST HE ANCHORED PROPERLY TO 37 ■ FS-Ohl 8 HINGE ATTACHMENT SCREW 1170 X 3/4' P.H. / PHI 6). MAX. DAYLITE OPENING WIDTH = 26' 7). TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 38 ■ fS-044 12 SIDELITE ATTACHMENT SCREW N10 X 1' PN/PHIL - Or OC Max, MAY. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET lof6 POE MAX. ANCHOR SPACING 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 fr2PP050BG14 6/Jamb 1/2' Dia. Hole Plug - Nylon 6-6 NICROPLASTICS - Rockwell M-79 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP08713G11 2/Panel 7/8' DIa. Hole Plug - Nylon 6-6 MICRDPLASTICS - Rockwell N-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NUTt0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 43 ■ 1IC-010 1/BOLT FLUSH BOLT SRI Plug - Nylon 6-6 SUFK:OPLASTICS Inc. Rockwell M-79 6). ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 42 L-913 L[I-086 AS REO'D. 1/2 ROUND FALSE ALUM, MUNTIN 6063-T5 ALUMINUM /OIODbIC 1 RED Mei& ',IMITATIONS: 43 8 a AS REVD. INT FALSE APPLIED MUNTIN 1.25' X .022' STOCK ALUMINUM essawpbiagwkktie balding Cede 1). MAX. DP = t86 PSF W/ (4) Surface Bolts & Glass Types A, B, C & D. 44 L-915 FD-623 AS REVD. FRAME HEAD SHEAR PLATE 6063-75 ALUM1NIDl - 4' long Aaeep/aaee Ne 17-/212•61 (SEE LOCATION DETAILS 0 SHEET 3 of 6) 45 L-916 LI-117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM Es1dn16• pote� lQf, 2). MAX. DP = t76 PSF W/ 2-Point Lock (octive)+ (2) Surface Bolts at Inactive 46 FO-635 HC-050 1 TWO -POINT FLUSHBO.T LOCK OPTIONAL ( FOR+/- 76.0 ps1 DP) THOMAS J. SOTOS g. [[4),..) 1.4h44+1.1= 3). MAX. DP = ±76 PSF W/ Flat S61 & must be used where water infiltration is 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x 1/8' Alun. 6063-T5 PROFESSIONAL ENGINEER HL. LIO. •.66225 Wad 6wN Pveidnet CedM•1 not required or opening is protected by overhang ratio greater than one. 4). MAX. DP = t86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FD-627-I 2/Panel 2-Point Lock Bolt Guide ANGLE 3'x 3'x 1 1/2's 1/8' Alum, 6063-15 - .sift, Revision Notes: 4930 r ■ AS REO'D. Joint Sealant- VMte Colored 'Purvis Co.' Super Seal "' Soil, Revised to comply w/ FBC2007 & added % %/� j ��1 ]� j 4 �/(t/ \ 01 �,/ 8501 NW 90th St. HC- 1 SET LOCK HANDLE & MSET , • . G �• �• '• Insulated Glass 01/22/10 e ```___ I / yL" tl ORIDA 33186 51 FD-G3377 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLANDASHLND V5E00-STACTS .. Ashland Muni. -Point lock 01/27/11 (305 696L 8660 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE & TRIMSET ASHLAND 0V5201A-P 4 S Revised to 0o w 2010 PDC comply / YAN17yIL7UBItR OP DUALITY ALUMINUM ILVDO.B AND CLASS DOORS 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE AS14l.AND R45110-STPAS4 • Z cr,- Revised to comply w/ 2014 PBC Revised to comply w/ 2017 IBC Over Chose Pert Cram N0A APPROVAL PM Craver. Soriel Rabb A•er shook IMPACT FRENCH DOOR 1 OF 6 54 FD-641 HC- 2 x panel Muhl -Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 .1N/.: E OF •r.loo6 PIO Deh n r 55 a FS- 4/Guide Guide Attachment Fastener N6 x I/2' P.N/PHIL. A k/� Nelson Eras° 11 0l 17 / La Porte"Impact" French Out-SwingDoor ID 56 FD-642 HI:- 1 x Lock port Lock Top Mount Adapter NYLON ADAPTER ��,. t`� ) i Ayr\C�p''c.���� strews, �` Nelson Erase Dab Farm / 2 57 FD-643 HC- 1 x Lock Lock Batton Mount Adapter NYLON ADAPTER ` U '. ` swam •O7ww•. Awaehr. Draw*. lArNe, •w4.4. Lome FD-2003 DATE__._ n.t.6. G • • ••• • • • ••• •• •• • • • •• •• • • • • •• • •• • • • • • • •• •••• •• • •• • • •• •• • • •• • • • • • • • • •• • • • • • 10 7/8' Max Unit Width Swing Panel Width -^ 35 3/16" mar) �p3 of a01i1 A EEr / 111 I 1 _.. PI-I- � • !: 25' NawIID ._t Ma 0 -- -* Active .. I II II II II- II II II m1 _o �o O ` II 1 --i�., 0 II Oi� i� •�� • \' ��SEE ALTL�IA�E BOLT 03PTo00N6! 1EE,I "OXO" ELEVATION • • • 73 5/16' Swing • '( Panel 16nx Max Unit Width • T A° T A" • •• O 95 3/4' Hoe Unit Height ( 95 1/4' now. height for Door w/ Low 1/2' hi SNl ) •• Panel Height • �• ( Max. 93• hl ) • • 41 • • l• f ' .- I • ••. •• 1 i Ix A. • ' I A 4! • .II. tins • s:! • • • II • Inactive II A ji I II {� V vi 4 I U •. , Sldelite ool Yld (33P13/16'thmax) 145 1/2' Max SEE ALTERNATE BOLT 3PN065 AT SHEET `r1 Unit VNih Swing Panel Math <353/16'max. J1 95 3/4' Max Unit Height ( 95 1/4' max. height for Door w/ Low 1/2' hi Silt ) Panel Height 1 Max. 93' hi ) -�D, _A -;�� 1 ,(,ji 'al" + --max. 11 II p DDDD 1 Math,- II II _ II _i___ _ II __ II 1 L. ®II ''ctive _ a I II=\ II e i,,Z.,s, / I __II _u 11 II_ II I II / ell ikl_ s� _ ' / 10 / J II= \� Active II\ II II 11 -1r I 1,p - � i_ - SEE ALTERNATE BOLT-� OPT IOIONSS AT SHEET "OXXO" ELEVATION ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR � �O.C. MAX. SPACING AND LOCATIONS, g� 2. FASTSENERS T4 O_E 6 FOR INSTALLATION 74 1/2.' Nam U6M Width Sldellte Panel Width 33 13/16' max. J- --30PT iTSEET T ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNT1NS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL 0R DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. MINAS I. S0To8 PROFESSIONAL ENGINEER FL / 66225 SEE�ipALL5TEWUW5T 3 ot6 �SEE A17�E'�.� g0L 3 .2 0s ATA9�1EEf T 3af e "X" ELEVATION PIROMICirlirMID ee feaspiyiiimeittheiiwile Midis& Cade 1AI sptrashe Dart �Ziz'a 38 5/8. Nam 11Nt Width 38 5/8' Max Unit Width 3 .2 6 T SME AT LET T �� "0" ELEVATION "LaPorte IMPACT FRENCH 011TSWING DOOR - DESIGN WAD CHART PANE. wm18/IIHGET (AL �6 ��) MAMIE or Ntt'$o88 /' DP PON9. 10A111 � �82 SUB) (1NCHB8) DP ( PST ) GIA38 T7P1 'A" & '2' +/-(PSP) 0IA88 gypg b' +/-(P8P) GL6S9 TYPE 'C' +/-(PSP) 0IA8.9 TYPE b' +/-(PS') 1m18 • Snow • volt • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' •<5) 5 ±66A 11 3/16' +76.0 +76.0 +76.0 5 +86.0 17 3/16' +76.0 +76.0 +76.0 5 +36.0 23 3/16' 176A +76A +76.0 5 +86.0 29 3/16' +76A +76.0 +76.0 5 ±86.0 31 3/16' t76.0 ±76.0 ±76.0 5 +86A 35 3/16' ±76A +.76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' 0(6> 6 .86.0 11 3/16' ±76A ±76A ±76.0 6 ±86A 17 3/16' +76.0 +76.0 ±76,0 6 +86.0 23 3/16' +76,0 +76A +76.0 6 +86.0 29 3/16' ±76A ±76.0 ±76A 6 +86.0 31 3/16' +76.0 +76.0 ±76.0 6 +66.0 35 3/16' +76.0 +76A +76,0 • OPERABLE PANEL MUST MEET APPUCABlE REOUREMOOS PER BUILDING CODE • 0 PAROOHEM6 INDICATES } OF ANCHORS AT MANE JAMB. 'u rS 4414.7 vc c ti :$ DA14HAC,t� Revision Notes: Revised to comply w FBC2007 & added Insulated Glass 01/ /10 Ashland Mult-Point Look 01/27/11 Revised to oomply w/ 2010 BC Revised to oomph w/ 2014 FBC Revised to comply w/ 2017 FBC I..(rd Ilx Deb a7•..tok /new IM< Nelson Er.ao Nelson Eraso 11/01/17 LA WS oN (2rwt..rSTi2IES. INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 636-8660 Nu'UP4C6UR1R OP QUALM! AEOIRN= WINDOWS IND CLASS' DOORS NON Dreamt 01/20/12 Isar 01.s Part c0e... Prod C.tel.•Ie Iw4.a/N.d.t lean 8WL• 2 OF e NOA APPROVAL WPACT iRD4CH 000R "La Porte" Impact" French Out -Swing Door OW= noise. It -/wow.. "who" Prowl, *mob., FD-2003 I.•a•i.•• lave!: G • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • 5/16' TAPCON V/ (SEEENOTESEM-OV FOR SPACING) 2 x <PT.) WOOD BUCK 1/4 HAK. SHIM TYP. 1 I/4' MN EDGE DI TYP Active L_J LOCK STILES WITH FLUSH BOLT MIN EMBED. TYP INTERIOR SIDE E®t1=R SIDE Sidelite DLO Width Panel Width Inactive Active 1 1/4' (MM. EDGE DISF.) L_J LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT • • • • • • • • • • • • k61LU0N D11ER10R SIDE EXTERIOR SIDE Inactive INTERIOR SIDE SRI Height MIN EMBED. INTO 3500 PSI CONC. (TYP.) 5/16' ELCO TAPCON V/ 1 I/O' M1N ENDED, (SEE SHEET• 1 OF 6 FOR LOCATION AND SPACING) OPTIONAL - DOUBLE BOTTOM RAIL DETAIL • • • • • • • • INTViIiIQ(t SIDE . • • • Q•Qt'' t1 • • . L1CK :Till 4 ® ••• • CI Inactive m 1r • E E EXTERIOR SIDE r'OXXO" UNIT WIDTH TWO -POINT MULTI -POINT MAX. DP • *76 PSF MAX. DP e• *86 PSF OPTIONAL LOCK DETAILS %/' Active OPTIONAL Active 180 3 MULLION Inactive BOLT • TOP RAIL. 1 x (P.T.) WOOD BUCK (SEE NOTE 3. SHEET JAMB Sklellte 1/4'— MAX SHIN 5/16' TAPCON V/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 1 1/4' Minimum Edge Distance MIN EMBED (TYP.) ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. FASTENERS TYPES. 6 FOR INSTALLATION P1O00Cf itiLYISEI a ojaaapgiy with tic lielhfd PaeaCalk Mtriptsatte trpirsolaa Date L i '1 ��77 aNNeR SME Aial' OW/ PF•OW*Osslmd OPTIONAL BOLT 0 BOTTOM RAIL < SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH HOLT & TWO -POINT LOCK LIMITATIONS: 1). MAX. DP a *86 PSF W/ (4) Surface Bolte & Glass Types A, B, & C. 2). MAX. DP - *78 PSF W/ 2-Poirot Lock (active)+(2) Surface Bolts 0 Inactive (*) OPTIONAL SILL 1/4' (MIN. EDOE 0131.) I.1 FLAT SILL NOTE; DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAIL FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 par DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED 06 THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING DR REEF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF TIE WALL WHERE THE DOOR IS LOCATED. IRTER0OR 3D)E 1/2' Height' 4 MIN EMBED, INTO 3500 PSI CONC. (TYP.) 5/16' ELCD TAPCON V/ 1 V2' MIN ENDED. Revision Notes: Revised to comply w//1PBCR007 k added lnsulsted Glass Ol Ashland Malt -Point lock 01/27/11 Revised to comply w/ 2010 FRC Revised to comply w/ 2014 kw Revlaed to comply w/ 2017 BBC LAWSON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MLNF4CT17RER OF QDILITT ALUMINUM WINDOWS AND DLASS DOORS Aar Clara Hoe Clara Pros Calvary, a.'YS/kar a Iry AV. NOA APPROVAL, *PACT FRENCH 0000 D of e sieMY4lW Nelson Imo brae. Per Nelson Eras* Deb aroma 11/01/17 D01/80/12 "La Porte" Impact" French Out —Swing Door e..lo a.t.s. lbws Swievr. D71•04111. 114o1w: FD-2003 1.,4.1wr Dore G • • ••• • • •• •• • • •• • •• • • • a • • • • • • • •• • ••• • • • • •• • • • • • • • • •• • • . • • • • • • . • • 5/16' TAPCON V/ SEE BELOW EMBED. SPACING 1 x (P,TJ WOOD BUCK (SEE NOTE 3, SHEET 1) _I 1/2' (MIL EMBED.) MIN EMBED I TYP I let' tow arc msl TYP. 1 I/4' (MDT. WOE DIST.) r 5/16' TAPCON W/ 1 I/O" MIN EMBED. (SEE NOTES FOR SPACING) INTERIOR SIDE • • • • • • •• • • • • • • • • • • • • • •••UAYQ• LOCK STILE UNIT WIDTH EXTERIOR SIDE } /4' MAX. SHIM TYP. GLASS INTERIOR SIDE S'tt 1:'.": •, Height MIN TYP EMBED 1 t/4' MIN, EDGE DIST TYP 1 I/2' MI EMBED. TYP HEADO EXTERIOR SID D: a 5/16 ELCO TAPCON W/ 1 1/2' MIN EMBED. (SEE SHEET 1 OF 6 FOR SPACING) SILL a C1/4' — Fj MAX SHIM • • •.• .y • —1 MIN EMBED (TYP.) 5/16' TAPCON V/ SE1/2' NOTES FORESPACING 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) 1/4' MAX.} SHIN TYP. Sldeute Attachment Screw C 6 Screws @ each side of Jambs, - 12 total per sidellte ) INTERIOR SIDE v' Max. ac THOMAS 1. SOTOS PROFESSIONAL ENGINEER FL 12C. , 55226 1 x (P,T.) WOOD BUCK <SEE NOTE 3, SHEET 1) INTERIOR SIDE UNIT WIDTH EXTERIOR SIDE LOCK STILE 5/16' TAPCON W/ 1 1/2' MIN EMBED, SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING TYP. P6t0DLIC '=MI D as osamplyingwR6do Asespaaee N• (,/2 D Egtrolo•ask rl 11 Active A 1LLhisie LOCK STILE INTERIOR SIDE LOCK STILE Q 7 Sldelite EXTERIOR MDR INSTALLATION FASTENERS NOTES• '1X BUCK' MINIMUM REOVIRED FASTENER LENGTH HEAD: 5/16' X 3 1/2" Long TAPCON(.) JAMB: 5/16" X 2 3/4" Long TAPCON(.) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (•) TAPCON 13Y "ELCO ULTRACON" "2X BUCK' MINIMUM REOUIRED FASTENER LENGTH JAMB: 5/3" 16' X 21/4.9 TAPCON(.) MUWONS: 5/16' X 2 1/4" Long TAPCON(*) (•) TAPCON BY "ELCO ULTRACON" AT SILL: £1/16' TAPCON w/ 1 1/2" MIN. EMBED. INTO 3500 PSI CONC. MIN. NOTE' ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT 1 1/4" MIN FDOE DISTANCE h 1/4" MAX. SHIM SPACF ANCHOR YIELD STRENGTH Fyre155ksi ANCHOR ULTIMATE STRENGTH Fu+177ks1 • ALL TAPCON LENGTHS 'L" BPECDIED ARE MINIMUMS ( SIB ELEVATION AT SHEET 1 of 8 FOR ANCHOR MAX. SPACING AND LOCATIONS ) t Revision Notes: •"�T �'i Revised to comply w/ FBC2007 & added SF• ;�Sjfi Insulated Glass 01/22/10 Addend Must -Foist Look 01/27/11 "• * ;, Revised to oomply w/ 2010 FRC S Revised to comply w/ 2014 FRC cc Revised to oomply w/ 2017 FRC 1 }', MIN EMBED. INTO T OF ; 41 3500 PSI CONC. • ., W (TYP.) P/2 (MIN. EDGE DI) _ DATE__ `. (PJ1 A‘�+`' srwr s1, Nelson. Eraso s.•"a ~" Nelson. Eraso u/o1/17 MAN,, P.M m..x, 01/20/12 L.A. WS ON (SNDtTSTRIES, TSV'C.) 8501 NW 40th St. MEDLEY, FLORIDA 33166 (305) 696-6660 M4NUP4CITVRRR OF QUALM ALWUINUM WINDOWS AND CUSS DOORS sr.w Gam MDA APMOVAL Parr Clow Pros CaY•wy IMPACT sw+°e/ee FRENCH DOOR Mom Shod, 4 0f s "La Porte" Impact" French Out —Swing Door seaw n..t.s. ei'sw FD-2003 Rmrt® Ames • • •• •• • • • . • • s • • • • • • • • • • ••• • . . •• •• • • . . • • . • • • •..• •• • • • . • •• •. • •.• . . • . . ••. ASSENR-T SCIONS Has HIe s 3/4' PNRM. FRAME ASSEMBLY DETAIL SILL SEALANT DETAIL NOTE. HEADER TO 3E SEALED SIMILAR TO SILL LIFT CIF AND REMOVE RYTM LUG — LOVER PRE -RICHES NNE NORM urn' .IN• HINGE ATTAOROMR STREWS en Hla i 3/4' PK/PIOL HINGE ATTACHMENT DETAILS ACLU we ca HINGE ATTACHMENT SCIONS 931 313 > 3/4' ML/P110. STILE 101T04 lL_ SIDELITE ATTACHMENT IR f/4• SOfEV3 Hat e ' IPIVPIRL•• ' t• sI• • \• • • • • • • • • • • • • • • • • • • a 15/le • • • • • • '�'•V-, 4;;;;,,,.a • OJT$/JYMC i'I•IA • • • • • • • • •• • • • LEFT EOM /BINGE STILE INTERNAL THREADED ROD 9/V IRA LEFT HAND HINGE LEAF TO ICOR STILE � VARNER PANEL ASSEMBLY DETAIL ACCESS NILL COVER +-D EXTERIOR SIM • • • • • •• 1 • T "DITAIL • •• 0 INTERIOR SIDE i©(Razing Adapter r5/1P-IGlazing Depth Can elix S Laminated Glass Typos 'A', "B" or "C" by : (see below) (SEE TABLE V/ CORRESPONDING GLAZING TYPE & DESCRIPTION) 1/4 Round Bead EXTERIOR SIDE O CD GLAZING DETAIL #1 'A' - SENTRYGLASS by; Kurar0.y Anerlca, Inc. 'B' - TROSIFOL PVB bye Kuraroy Americo, Inc. 'C' - SAFLEX PVB by. Eastman Chemical Co. GLAZING TYPE & DFSCRTPTTO NS .486" 0/A Laminated Glass by Dupont - Glass Type 'A" Hill DESCRIPTION nun,32 t Annealed 3/16' Atedetl 2 .090' SentryGlass Intmlaytr 1 o,N4s• - 3 3/16' Annealed .340. 0/A Iamfnated Glass by nt - G1asa Type "B' MR DBBCNPTION DETAIL ED f 1/8' Arnealtd I f Q6"- .090' TROSIFIIL PVB Intertayer 33RMMt l _ 2 1/8' Amealed 434r 3 .340" O/A Laminated Glass by Solutia - Glass Type "C" 11131 DESCRIPTION DETAIL Q 1 1/8' Heat -Strengthened Glass :A 2 D90' Snfle4 PVB InteHayer mi • 1 -,-.--- &NV 1/8' Heat -Strengthened Glass TO O1min4 Adapter .5/18' Laminated Glass Type s 'D' Or "I' by : (see below) (SEE TABLE V/ CORRESPONDING GLAZING TYPE a DESCRIPTION) 1/4' Insulated Av Speoe w/ 1/8' Temp. Glass INTERIOR SIDE G1a G SDcone Q th INSULATED SPACER 'TruSeal•- Duro Seal SraW¢soarer Black - 1/4' Air Space Ptah,. 812-E5N-357 EXTERIOR GLAZING DETAIL #$ 'D' - SAFLEX PVB by. Eastman Chenlcol Co. 'E' - SENTRYGLASS by. Kuraray Americo, Inc. ©eateg Read 5 GLAZING TYPE & DESCRIPTION .340" 0/A Laminated Glass by Solutia - Glass Type "D' ITEM mammon DETAIL 1 7-T 'V4 1 1- 1 1/8' Heat -Strengthened Glans 2 .090' Saflex PVB !McKay'', � �, - — I 3 1/8' Neat -Strengthened Glass IT/e� l O--- . aaND, - 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS .340 0/A Laminated Glass by So utia - Glass Type "B' =II DDCRD'HON DETAIL 1 LI J j 1 1/8' Heat Strengthened Glass 2 .090' Heat-Stren I Gla � 3 1/8' Neat -Strengthened Glass erred �� O / 0-140' - 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS 1114 SNS OR SELF DRILLING SCREWS INTO METAL STRUCTURE CSEE NOTES FOR SPACING) ...I 0.125 THK. MIN. 1 MIN EDGE DIST. (6063-T5 MD1) ALUMINUM TUBE MULLION REFER TO APPROVED MINIM-DADE NOA Fitch 1/4' MIN. EDGE DIST. -TYP-{ 1/4 MAX. SNEM TAP. 5/16' TAPCIIN V/ 1 1/2' MIN DOLTD. INTO CONC. CSEE NOTES FOR SPACING) (COMO, TO BE 3 KSI MIN.) 314 SMS CR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) NW EDGE DIST, MTO. 1 t/4' MW EDGE DIST 1 1/2' (MN, EKED 1/4' MAX. SHIN TAP. NOTE, OPTIONAL FRAME JAMB DETAILS FRAME MEAAPPLY CTYP.) r-JT� 11(412= 36 KSIGA.MIN, y MIN,) STEEL TUBE OR COLON <STEEL 1N CONTACT V/ ALUM. TD BE PLATED OR PAINTED) 1/4' MAX SHIM TYP. 5/16' ELCO TAPCDN W/ 1 1/2' MIN EMBED. CSEE NOTES FOR SPACING) 2 x WOOD BUM SEE GEN. NOTE $13) 1/4' MAX. SHIM TYP. FRAME INSTALLATION OPTIONAL DETAILS THOMAS 7. SOTOO PROFESSIO ENGINEER FL C. . 56225 11 HINGE ASSEMBLY DETAIL #FD-624-2 Revision Notel Revised to comply w/ PBC2007 k added Insulated Glass 01/22/10 Ashland Mull-Potot Lock 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 PBC Rtvlve4 to comply w/ 2017 FRC PROW FNHYtBmp e•espl••Mwa IEi1k 4e:6dih No t _rzrz.or woe QN� .To•ret Cea1Ed LA WS ON (INIDLTSSTIRIES, INC.) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUTACTUIFR 0l QUALITY ALUMINUM WINDOW'S AND CLASS D0013 R1Nr Owe Nan APPROVAL Teri Clew Prof Catepe8 a'ACI sa<e/Yeasb FRENCH DOOR Mow Race 50F s Read Nelson Erase Rate OLAAAe4 11/01/17 RraAN M Nelson Erase Rio OWN 01/20/12 n.t.s. "La Porte" Impact" French Out —Swing Door Pearl RMhrr 31_ MAMA— F0-2003 AeaNNea URNS G • • ••• • • • ••• •• •• •• • • •• •• • •• • • • • • •• • • • • • •• • ••• • • •• • • • • • •• • • • • • • • • • • • • ••• OActive 48 (+/- / TURN KN•. n$�. OPTIONAL TWO -POINT LOCK #HC-050 78.0 xi'S 69 g Iz' \p y ] ,d3 da *Ci n3 pat LOCK DP) STEEL ®CTiU�IDE MULTI LOCK LOCK ACTIVE t TRIMSET g BOT ©GUIDE 3/0. STEEL BOLT -POINT ACTIVE HANDLE O.D. DOLT gg S is q t .. ® I g S ¥ • g 9 t $y& 1 L Ii .6 r II b p fi _ II b d 0 4 g t 2 �:#L-fill .P" • " PASSIVE t TRINSE7 I� STEEL MULT[-POTNT LOCK ® BOTTOM© GUIDE 3/8. STEEL BOLT-�'� 56 PASSIVE ® HANDLE 50 O2, BOLT 3• •� • • • 1 7/2�, FLUSH BOLT TWO•210I E LICK 9 ANGLE G1 DE• FD-e'llP7i1�f•• • ••;• • JO • • • AND • • • •• • • 076 -1[- 078 3.5 4.500 w • • T- ••}_ • I • I •• • .986 • L 1J50 .065 1.750 I•1259 -i I* • -"1 •908 .074 .1271 I .687 GLAZINGADAPTERQUARTER #L-910 • • • • • • • ROUND 28 (11/18") BREADMIND :�-834 n n PANELI LUNGE STILE O #L-907 - 1.812 --I O FRAME HEAD I 901 • • • • • •• • • • r,t' •• ••• • •• •••••9 •/30 .726 I 4.187 1,g00 I I .0981 250 Iawe.100 - - FI----2.031 -{ .808 -L .064 .064 20 124 I L ��J I AGE LEAF 0 #L-908 QUARTER ROUND 10-IT1- (3/B") BEAD #L-912 1.750 ,075 _E T 1 INACTIVE FLUSH 47 ANGLE 1 1/2' �IIFD-828-1 1.500 -PANEL BOLT GUIDE LONG r �Ir 060 PANEL LOCKO STILE 4.500 O FRAME SILL ,835 656 O #L-905 gL-902 0.656 _1_ I "ram-" 1J5 --• IJ50 1.et2 -G .808 -1----I - 1 SLDELITE O35 ALUMINUM 2 /HC-002 1/2' -i PANEL PLATE LONG , �1/9' O QUARTER ROUND 1/4') BEAD I 1 c .125 J d _1lU .066 �063 J (Fr-..r U 1 U II 1.250� ,072 21a T I- 1.625 --{L0.198C I 0 065 .045 HALF ROUND T 4.000 42 FALSE MUNTIN #L-913 8 RAIL ADAPTER O #L-909 .072 ,099- - - 4,500 -�-al 4.500 O JAMBADAPTER 4 .082 1 .100 Flexible Marl WPVC) Competition - Teem Plastics, Inc, "t. FPVC Bholc Compound No, 7200-75 1 L812 4.348 PHYSICAL ASTM NO. - V- -1 .136 I I•. 1 f Dacmarr Hudson "A".10 sec 75 D-2240 Specific Comity i 1 1.45 13.792 Temile Strength, PSI 1640 Db3g PANEL TOP k ! 0.078 J i 0.058 I Ultimo Elosgtc488 340.0 D.on Madul,e®lo0%ETang.um,PS1 765.0 Db38 Impact Brittleness, -31.0 D-746 `5 BOTTOM RAIL #L.-908 O3 3J� 4• 066 44 FRAME HEAD SHEAR PLATE O ILA 0 A 'I ps ' .2. FPVC White: Compound No. 7267-73 NOTE;2,688 PHYSICAL ASTM NO. Du mmrHa�es "A', 10 sec 75 D.7740 1. ALL DIMENSIONS SPECIPTL�D ARE 1N INCHESr,218 �900 SpedticOmity 1,45 6792 2. SEE ELEVATION AT SHEET 1 OF 6 FOR r.10D 1 Teaok Svm86; PSI 1640 D-638ANCHOR Ulzmae Ebnggioq Y.323.0 Db38FROLIIC O.C. MAR. SPACING AND LOCATIONS FFSWI6fD _-'r-TI U I �j 1 r -1 Modulus@ 10O%Hags6cs, PSI 765.0 0-638+•otutpbts6 ImpostBtit.daaees, -12.O 0-746 wftl Cht 6keWe4.Sd1- traWaNSleds46 FRAME LAW SILL Aesyu•eeNA /G`l Llypk/all6a6pte yL-918 L•1 NOTE' THOMAS 1. SOTOS PROFESSIONAL ENGINSBR PL„+,6�226 ,r�/[y�//T 1(.(4� J` , L}, -],�. _.T lit•/HI REFER TO DETAIL '83' AT SHEET * 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. .. ,:: ��., Revision Notes: .41c �� :� SeeRs"%. • F'•.LSs Insulated Ow d to p01 8 1 �7 k added / / / s A //7�i�//T NW FLORIDA9St. / ► � ®1 7 MEDLEY, MEDLEY, LORI33166 Ashland Mult -Point Lock 01 27 11 / / 305 696-8660 ( ) STAINLESS "" "u' x1 3/6 OINACL'1VE-PANEL Ig FLUSH STEEL A4 TTT <"' Oa T38 (./- BOLT 601.T a> T46 p°F' MA peF) /HC-001 t.* Revised to comply w/ 8010 FBC MA NUFAC1Vk1S OF QU4LflY ALUMINUM WINDOWS AND CUSS DOORS Optional Multi -Point Locks P (+/- 86.0 pet DP) = 1IT 4 Revised to comply w/ 2014 FBC Revised to comply w/ E017 FBC Draw Clow tart Claw Dr.a �• 6wtw/MA b Taw" NOA APPROVAL IMPACT FRENCH DOOR sowtr 6 OF 6 : �� t TE OF ,• Lu . "i1i6 "" Nelson Erato °•i1 01 t7 "La Porte" Impact" French Out-SwingDoor p Lock ASHLAND NV5110-STACTS Passive Lock ASHLAND NV5110-STPAS4 v- •?.. Pt4...e4•� •"e'h Dwaww alp Nelson bozo P• . Dreg 01/20/1E HANASHLANDLE a D NV520 A AT HANDLE i ASfRAND NV5201A PT DATE__ Al'a°� D n.t.6. PealIDra'w1in FD-2003 IAw4"a' 2iw° 0 RAMM ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 `r Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE , ,„,,,./ mow_ , ✓ DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures - Exposure C For the 175 'mph Wind Zone CATEGOIY,2 BLDG) Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet\ C12....2 20 30 40 50.\, ) 60 1.00 0.95 0.92' 0.89 /0788N, ; 0.86 . • r:2115rD �0.0 38.5 37.5 36.7 / ; 36.1 y, ... • 35.7 4'£7 40.8 39.7 38.9 N38.3, ''•:•87.8 ••: ::':39.4 25 44.6 42.6 41.5 40.6/ �.- 40:0/ " 30 . 46.5 44.4 43.2 42.3 ( `4g1.7 ' 4 ... 4 1.1 ; • '40 49.4 47.2 45.9 44. 9,. \-e ,....)44.2 ": • •:43.6 • • • 50 51.8 49.4 48.1 47.1 ` " 46.4 - .. 45.7 60 i 53.7 51.2 49.8 ' 48.87- '` 48.1 : ' :47.4 • . • . . • 'Interior Zone (4 - Walls) Negative Pressures/ ;) •::, Exposure C For the 175 mph.Wind�-Zone CATEGORY 2 BLDG . Height (Maximum) ' ective Wind Area,(orJributary Area) in Square Feet 20 < 30' j 40 50 60 -1.10 -1.05 -, 1.02,/,� -0.99 -0.98 -0.96 (4.83 -42.0'7 ') -40:9 ' -40.2 -39.6 -39.1 S -46.4 -44'4 `,: ,. - -43 `3 -42.5 -41.9 -41.4 I 25 " -48.4 -46.4 ' `-45.2 -44.4 -43.8 -43.2 30 -50.5 ,-{ ,-48.4 -* -47.2 -46.3 -45.6 -45.1 40 -53:6 { -51'.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 "•-,--53,8 ' -52.5 -51.5 -50.7 -50.1 60 -58:2 -. ".55 8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls)..Negative Pressures Exposure C For the/ 175 mph Wind' Zone CATEGORY 2 BLDG ` , .Height L 1 (Maximum) --.` Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30: 40 , 50 60 ----1.40 -1.29 -1.23 -1.19 -1.15 -1.13 1 15„ `‘,V =54.1 -50.4 -48.3 -46.8 -45.6 -44.7 k 20 '`N N , -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 ).,. 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 / (._ 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 .,-, ``40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 ---,, "50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 ., 60 -71.9 -67.0 -64.2 -62.2 • -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. '-,,_Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABI .FS ARE INVALID UNT RCS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. .• • .. • • • • • • • • • •• • •..•.• • • • . • . •.•.. . • ••••• ••...• • • 000000 • • •••••. 21" tt I W2730 2O' „ B27 W2430 L24DI,SHW t 1 3 6 "i 36" 24" 64 �2" .. ... . . . . . .. . • .. ••• .. • • • .. • ••• • • • • . • • • .. • • 3B36 ... ••• • • • • • • • ••• • • • • • .. .. • • • • • • • W2430 BB45 CO N A 21" lioNe ... • • • • ••• • •• • ••• • • • • • • • . • •••• • • • • • •• • • • • • • ••• • • P248424 R W36.12 v ns J W 0 to co N W-. J • • • • • • f • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• u• • • 6 • • • • • • • •