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RC-14-1233Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221361 Permit Number: RC -6-14-1233 Scheduled Inspection Date: October 10, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: PEREZ, JOEL PEREZ Work Classification: Alteration Job Address: 1095 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060143630 Project: <NONE> Contractor: S A B CONSTRUCTION SERVICES INC Building Department Comments Phone: (305)970-9653 REPLACE SLIDING GLASS DOOR AND 2 FRENCH DOOR Infractio Passed Comments WITH STEPS INSPECTOR COMMENTS False October 09, 2014 For Inspections please call: (305)762-4949 Page 21 of 22 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 09, 2014 For Inspections please call: (305)762-4949 Page 21 of 22 Fi Terra Tech Consultants, enc. ♦ Environmental Consultants ♦ Foundations ♦ Geotechnical Testing ♦ Inspections ♦ Construction Materials Testing ♦ Structures Location: Center Of Rear Balcony Area Slab Lab # D-34032 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I Balcony Area Slab Addition At 1095 NE 95u' Street, Miami Shores, Florida Lab No. FIELD DENSITY REPORTS Client: Gustavo Olivier) Antiques, Uc Date: 09/18/14 Address: 74 Montauk Hwy -Unit 2, East Hampton, Ny 11937 Order No.: 14-2599 Project: Addition At 1095 NE 95`" Street, Miami Shores, Florida Contractor: Owner Description: Tan To Brown Silica Sand. Location: Center Of Rear Balcony Area Slab Lab # D-34032 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I Balcony Area Slab Addition At 1095 NE 95u' Street, Miami Shores, Florida Lab No. D-34032 Test No. 1 Depth in inches 12" Field Density lbs/Cft. 107.3 Mositure Contents % 10.3 Maximum Density % in the field 98.8 Reg. Compaction by jobspecs 95% 100 % Max. Density Proctor 108.6 Proctor No. P-2610 Optimum Moisture % 1 9.9 Remarks The Above Test Complies With Job Specifications Checked By R.E.D.S. Report ByA.M. Respectfully Submitted BY, Terra Tech Consultants, Inc. Rafael E. Droz-Sella, P.E. FLORIDA REGISTRATION No. 39228 Date: a9��80Y As a mutual protection to clients, the public and ourselves, all reports are submitted as the confldential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports Is reserved pending our written approval. ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214068 Scheduled Inspection Date: September 25, 2014 Inspector: Rodriguez, Jorge Owner: PEREZ, JOEL PEREZ Job Address: 1095 NE 95 Street Miami Shores, FL Project: <NONE> Permit Number: RC -6-14-1233 Permit Type: Residential Construction Inspection Type: Finnaft Work Classification: Alteration ®r;pw'os Phone Number Parcel Number 1132060143630 Contractor: S A 13 CONSTRUCTION SERVICES INC Phone: (305)970-9653 tsunamg uepartment comments REPLACE SLIDING GLASS DOOR AND 2 FRENCH DOORI Infractio Passed Comments WITH STEPS INSPECTOR COMMENTS False September 24, 2014 For Inspections please call: (305)762-4949 Page 8 of 34 Inspector Comments Passed FOR STEPS Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 24, 2014 For Inspections please call: (305)762-4949 Page 8 of 34 4M 468 E. 9 STREET HIALEAH, FL 33010 P.O. BOX 1418 HIALEAH, FL 33011-1418 G dw" 6. PHONE: (305) 885-4966 FAX: (305) 885-4969 Notice of Preventative Treatment for Termites (As required by Florida Building Code (FBC) 104.2.6) I NO NI E . 95 3rre C1 6 M Oro i a1161 20IL4 Date Iffl x PrD Product Used Percent Concentration Address of Treatment or Lot/Block of Treatment I 00 12 Time IM IOCAC-102 ICI Chemical used(active ingredient) Area treated (square feet HomwnTcd Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line I�. COMM Applicator 20 sf, Number of gallons applied Linear feet treated TerraTeck Consultants, Inc. ♦Environmental Consultants ♦ Foundations ♦ Geotechnical Testing ♦ Inspections ♦ Construction Materials Testing ♦ Structures Location: Center Of Rear Balcony Area Slab Lab # D-34032 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I Balcony Area Slab Addition At 1095 NE 95`h Street, Miami Shores, Florida Lab No. FIELD DENSITY REPORTS Client: Gustavo Olivieri Antiques, Llc Date: 1 09/18/14 Address: 74 Montauk Hwy -Unit 2, East Hampton, Ny 11937 Order No.: 14-2599 Project: Addition At 1095 NE 951 Street, Miami Shores, Florida Contractor: Owner Description: Tan To Brown Silica Sand. Location: Center Of Rear Balcony Area Slab Lab # D-34032 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I Balcony Area Slab Addition At 1095 NE 95`h Street, Miami Shores, Florida Lab No. D-34032 Test No. 1 Depth in inches 12" Field Density lbs/Cft.) 107.3 Mositure Contents % 10.3 Maximum Density % in the field 98.8 Reg. Compaction by jobspecs 95% 100 % Max. Density Proctor 108.6 Proctor No. P-2610 Optimum Moisture % 19.9 Remarks The Above Test Complies With Job Specifications Checked By I R.E.D.S. I Report By I A.M. Respectfully Submitted BY, Terra Tech Consultants, Inc. Rafael E. Droz-sella, P.E. FLORIDA REGISTRATION No. 39228 Date: eh8�/y As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Miami Shnrac VillaaP Building DepartmentCEIVED ��� � ��14 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Master Permit No. �l q -- 'LS 03 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF ONTRACTOR JOB ADDRESS: /0 150 /V 9 q_�;_ al 4-hze-x Folio/Parcel#: Occupancy Type: Load: OWNER: Name (Fee Simple Addressr,N 10051 City: it, Cj-'/A Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: Address: _r �'� J5 / City: Qualifier Name: State Certification or Registration #: M ❑ CANCELLATION �OP DRAWINGS 30 Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: _ �7 State: Certificate of Competency #: 3 o NO FFE: Zip: .313 1510 X CL 01166 - DESIGNER: Architect/Engineer: t ' Phone#: Address: 4P/ 06 -7 60 .% 3/ / City: / State: �" Zip: 330 16 Value of Work for this Permit: $ /01 (0 Square/Linea �r —F,00tage of Work: Type of Work: ❑ Additi Alteration �n ❑ New 'q //� ELlI epair/Replaye ❑ Demc ition / // _ \ -1 of Work: �� �ry—`.. . t�A.s�'ake6''�;II;t�ure E.�@d�E+°� � 6' —_ ...., d,r. wvseii§ �i109� ' , ..r �"•` 5.�r�7�2g4dp Specify color of c or thru tile: �"\ Errs^4�nap Submittal Fee $ Permit Fee $ I — " �✓� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Q C' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Pe 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." Notice to Applicant. As a condition to the issuance of a building permit with 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. n f Signat Signatpr 0A or A NT The foregoing instrume was ackn wledg before me his The foregoing instru _ 7 day of 20 ( by day of _ who is personally known to as WMA=Arlalwols me or who has Print: Seal: CONTRACTOR was acknowledged before this 20 f by who is personally known to oath. �a-u as APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: gC/4 -C2, 3j Structural Critique Sheet STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include bne set of voided sheets in the re -submittal drawings. Mehdi Asraf MIAMt-DiADE MIAMI -DADS COUNTY, FLORIDA `Y PRODUCT CONTROL SECTION DEPARTMENT OF REGUL AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ` mmiamidade,"vfeconotry Lawson Industries, Inc. 8501 NW 90'" 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 right to revoke this acceptance, if it is determined by Miami -Dade. County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High_V_eloci1y Hurricane Zone. DESCRIPTIO) a Pat=tc" S -Q" Outswing_GlazedAluminum-French-Doors--,.1yI.Y. APPROVAL DOCUMENT: 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 'T", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. 0000 ISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' sees • 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's naMe 0-T logo,'clV,.state, WNW, .o.... model/ ,� p�rov series, and following statement: Miami -Dade Caunty.Praduct Control Ae�o, unless' otheonviseS e noted herein. o 0000 REVISION of this NOA shall be considered after a renewal application has been ;iad and there fides been• .... no change in the applicable building code negatively affecting the performance of thispluct. :0. • 4, 00:60* Vert` . .. 5..... TERMINATION of this NOA will occur after the expiration date or if there has $een a revision or change � • in the materials, use, and/or manufacture of the product or process. Misuse of thisVIOA �s an Ondogsemente S S of any product, for sales, advertising or any other purposes shall automatically teratinatt; this MA' Failure. to comply with any section of this NOA shall be cause for termination and removal'afACW. Soso :0000: ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, lgdAda, 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 renews NOA No. 12-0127.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Emasommm IAMB DaDa cO-U-N- NOA No.13-0328.1 i , � Expiration Date:,, June 05, 2018 s Approval Date: -4une 06, 2013 l i Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 " F", dated 03/27/13, signed and sealed by Thomas 1. 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 203-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, 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 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09 2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009, 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, XAh202-9;1;.. • • 3) Water Resistance Test, per FBC, TAS 202." •. '..' : ...... 4) Forced Entiy Test, per FBC 2411 3.2.1 and'PA'&202 94 • :@***: along with marked—up drawings and installation diagram o*f Ma minubt. CWswink, ' French door, prepared by Hurricane Engineering & Testing, JYP;,;�'est gepo4s No.'F,:' o • HETI-04-1897, HET144-1896 A, HET144-1896 B and.MUn-04a3"i:'I,' issued..... on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. 1�rerf eda, P. B. •; (Submitted under NOA No. 04-0607.04) • • . • • • 4. Test reports on: 1) Tensile Test, per FBC, ASTM E--8 ..... 0 • . .. along with marked—up drawings and installation diagram of aluminum: Outswing • French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI- 02 T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) } Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 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 24113.2. 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. (Subrnitted tinder NDA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted tinder 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. 13-0129.27 issued to E.I. DuPont DeNt;mours &-Co., Ing... G G : for their "DuPont Butacite® PVB Interlayer" dated 04/11/1.3', eV'ring WuI2111/16• 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPontRg�yelnour;,& Vo., Ing.,;; • for their "DuPont SentryGlas® Interlayer" dated 08/25/1l,a�is1g on:Dr/JI17. ...... 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Cheml Company (MA) • for their "Saflex CP - Saflex and Saflex HP Composite Glats Inttrlaydaitth .. • • . • PET Core" dated 03/28/13, expiring on 12/11/18.GO .0060. .. . 0000 .... F. STATEMENTS 1. 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) • F Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (Cowwum) 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. 10-012&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 HETI44-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02--1726, HETI-02-1728, HETI-02-1736, HETI 02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Series "LaPorte 8'-0" Outswing Aluminum French DoorsS', 04/05/12 and expiring on 06/05/13. E-3 0000.. 0000.. 0000 0000 0000.. 0000 0000.. IAV ter their 0000 000000 gWVed on .- 0 - . . 0000.. 0000. .. 0000. 0. 0000.. . 0• 0 0 0.0.00 0000.. 0000 0000.. Jaime D. Gaseon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 C 143 1/2' Max Unit Width Sidellte Swing Pang vid Panel Width p pgODU('f RB7_42pul BILI, OF MATERIALS FBM / DRB'0 0 PART / RDQD. DESCRIPTION REMARKS 1 L-901 1.11-098 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-962 1.11-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRAME .IAMB 6063-T6 ALUMINUM 4 L-904 Ltl-096 2 SIDELITE JAMB ADAPTER 6063 -TS ALUMINUM 5 L-906 L11-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-76 AWHINUM 6 L-907 1.11-091 1 x parml HINGE STILE 6063-16 ALUMINUM 7 L-905 LII -D94 1 x panel LOCK STILE 6063-T6 ALUNIMM 8 L-909 Lit -095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 606345 ALUMINUM 9 L-911 1.II-085 AS RED% 1/4 ROUND ALUM DEAD - 7/16' 6063 -TS ALUMINUM to L-912 111-087 AS RECD I/4 ROIMD ALUM BEAD - 3/8' 6063 -TS ALU KRIUM It F11-624-2 L-908 2 x Patel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VWS-001 TP 3286 AS RECD. IbAb Vbryt Wtep.-Tenn Plastics, Inc. See Material Conposition at Sheet 6 13 PWS -061 . As REpa WTSIP. a TOP/BOTT. RAILS Schlegel FS - .107'. X 210'h. 14 PVS-002 r AS REDD. VTS'P. R FRAME MEAD 6 JAMB Schlegel PB - .187'w. X .33VK 1S L-910 1.1I-089 e x Panel STRIKER KOUNTINGr PLATE 6063-75 ALIMINIDI 16 FD -619 FD -619-1 2 x panel STRIKER PLATE 6063 -TS ALUMINUM 17 FD -631 LII -086 AS REGIL GLAZING ADAPTER 6063-T6 ALUMINUM IB HC -DDI SF -3502 2 x Panel DELTA FLUSH BOLT CO TOP L BOTTOM, OF LOCK STILE) 19 FO -621-2 HC -024/029 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COMBO 20 1`114M-2 KC -024/023 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE.- Series FIT= COMBO 21 FD -621-e HC -024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMM 22 W FS -033 IAS REDID: Frane Install. Screw - Head SAG- TAPCON ( See Notes) - 23 x FS -033 AS REGIA Frame Install Screw- Janb/SDR 5/16•- TAPCON (See Notes) e4 x FS -026 g FRAME ASSEMBLY SCREW 012 X 3/4• M-PHL 2S x FS -012 AS RECD. JAMB ADAPTER SCREW 010 X 3/4• P.H.-PHI. 26 F6=634 LII -171 AS RED•D 1/4 RM IND ALUM. DEAD - 11/16• 6063-T5 ALUMINIUM 27 w FS -043 0 GLAZING ADAPT. ATTACK SCREW 08 X 1 1/4' FH. -PMI. 28 x FS -049 2/Panel Double Rog Assenbly Screw 3/8•x2 1/4• Hex Screw 6 Nut 29 ■ ■ AS RECD. NEUTRAL CLME SILICONE Schnee -Morehead SM -57M 30 ■ AS REIrIL NEUTRAL CURE. SILICONE no. Ca'Aig 899 31 x x AS REWR NEUTRAL CURE SILICONE Trenco S-500-- 32 x x AS RECD. Lnntr-ted Gass see Pg. 5 Dupont - Sentry Glass Rus 33 x x AS REWIL LnNnated Goes see Pg. 5 thpont - PVB 34 w w AS RECIL Lamb -ted Gass we Pg. 5 Saftex - PVB 35 r RC -002 2/Ponel PANEL ASSY ALUM, PLATE 1 1/Yx 2'x 1/8' 01063-T5 ALUM.) 36 x MC -004 2/Pnne1 Panel Ass'y Full Lenght Rod 3/8FM ZOD Rod, Plate, flange Nut 37 x 0 HINGE ATTACHMENT SCREW 010 X 3/4' P.M / PHL 38 ■ flu 12 SIDELITE ATTACHMENT SCREW 010 X 1• PH/PHIL. - (17' GC Max.) 39 HC-0066/Janb 1/2• Ufa. Hate Rug - Nylon 6-6 HICROPLASTICS - Rockwell N-79 40 HC -07 qFS-044 2/Panei 7/8' Ob. Role Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 uBG.T FLUSH BOLT SBR Rug - Nylon 6-6 SIMCOPLASTICS Inc. Rockwell M-79 42 L-913 AS R EGIM 1/2 RMIND FALSE ALUM MNTIN 6063 -TS ALUMINUM 43 ■AS , REM !NT FALSE APPLIED MINTIN 1.23• X D22' STOCK ALUMINUM 44 L-915 AS REG% FRAME HEAD SHEAR PLATE 6063 -TS ALUMINUM - 4• Lang 43 L-916 1.II-117 AS RECD. FRAME LOW SILL - OPTIONAL 6063-75 ALUMINUM 46 FO -633 MC -050 I TWO -PONT FLUSHBM.T LOCK TI 47 FO -626 FO -6e6-1 2/Paree1 FLUSH BOLT GUIDE ALUM. ANGLE • 1 1/2'x lilrex•168' rw+.f06�-TS• U 48 FD -627 FD -627-1 2/Panel 2 -Point Lack Bolt C.Ide ANGLE X. 3401/ x 8' :Aun.•606��� 49 r w AS RECD. Joint Sealant- WWte Colored • 'Pur"Cfp.• Su e• Sent• • • 1 5D FD -638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND OWS201A-A 51 FD -637 MC- t SET KILTI-PANT LOCK ACTIVE ASHLAND BWS110-STACT5 4 B 4 !/Y FD-640 HC- 1SET LOCK PASSIVE NOBLE 6 TRMSET ASHLAND DW52OIA-P FD -639 HC- 1 SE7 MULTI -PONT LOCX PASSIVE D OWS r 9-6% HC- e x panel IOAthPOat Lock Dolt FxAde • • • NYhJIN 6-6 Rorrxell N ale 79r FS- 4/GWde t Gdde Attachment Faster • N6•x i/E• PA VPHIL. • • 1 FO -64e HC- I x Lock Lack Top Mount Adapter ADAP FD -643 HC- 1 x Lock fLock Batton Haunt Adoptw NYLON ADAPTER e C 143 1/2' Max Unit Width Sidellte Swing Pang vid Panel Width p pgODU('f RB7_42pul ( 33 13/16' m*x.) p C,35 3/16' max. t PRODUCT M DESIGNED AS PER 2010 FLORIDA BUILDING COQ. .X95WITHOU7' /4-h.SIDEL 3j. MAX FRAME 312E 1/2"w. % 3PPLI B S 2). CLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF CO TI APPLIED R'/SILICONE. W/ 4 . QUAEXr I INT SINGFALSLE COLONIAL E BOTTOM 8). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS M�land THE FSC 2010 CODE. 3). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 8). MAR. DAYLITB OPENING = E8w LOAD TO THE STRUCTURE & TO BE F"IEWE0 BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON HEIGWIDTHT 7). MAX. DAYWTE OPENING HBHIH7 = 85 1/8" e). SEE ELEVATION AT SHEET L*(O FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. to hi 0 18 10). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS SEE OPT ALS ATT / if Bat s1IELT/ \ Max. DLO Width Y P M ry x T 2\ is a A ,-1g• .� R Active Inactive X xG =m s y= m% le a 6 I/2• a •O Q s a E Sidelite \ OeOtl 6olt / a 4 4 // : 10 7/ ' // flu \ B 2 /j rz BMT arslREr Sid 9 lite , ngey g b• 13 t/e' 6' S �(4 oc. u4 6' 6' b• �• 6• U4 !n 8 FOR 3/4 12 3/4• AND LOCATIONS. Lot stdeUte) tan. ac 4 B 4 !/Y 114 1/8• 4 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 ANCHOR O.C. MAX. •SPAGN 2. SEE T 44 ENERS OF 6 FOR INSTALLATION 3. SAME -ANCHOR SPACING 0 FRAME HEAD & SILL. "OXXO" EXTERIOR ELEVATION NOTES ARE NOT PART OF THIS APPROVAL pgODU('f RB7_42pul t). QUALIFIES SINGLE & MULTIPLE PANELS (SBE ELEVATIONS). 2). QUALIFIES UNITS 8146ITH AND T� t PRODUCT M DESIGNED AS PER 2010 FLORIDA BUILDING COQ. .X95WITHOU7' /4-h.SIDEL 3j. MAX FRAME 312E 1/2"w. % 3PPLI (SEE LOCATION DETAILS 0 SHEET 3 OF 6)_Aotopfalxo Sells at ha 2). CLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF CO TI APPLIED R'/SILICONE. W/ 4 . QUAEXr I INT SINGFALSLE COLONIAL E BOTTOM 8). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS M�land THE FSC 2010 CODE. 3). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 8). MAR. DAYLITB OPENING = E8w LOAD TO THE STRUCTURE & TO BE F"IEWE0 BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON HEIGWIDTHT 7). MAX. DAYWTE OPENING HBHIH7 = 85 1/8" e). SEE ELEVATION AT SHEET L*(O FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES 0 SHEET 4 OF 6 FOR NTAL ATION FASTENERS TYPE. 10). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS «viseRon Mo(eM �� gy yS H • : ?' : s seised to comply w FBC2004 -11/01/05 �)i®'/ 8501 NW 90th 5t. Revised to comply w/ PBCBW & added MEDLEY. FLORIDA 33166 ,. t,i r}; .+'.. � Insulated Glen 01/88/10 Il\FD LT�TIZT 8, C. (305) 696-8660 Ashland Mult-Point Look 01/67/11 MANDFAMTIRBR OF QMA6MF ALUARNOM INDOWS AID MASS DOORS Revind to amply w/ 8010 FRC an- at- IF -4 amn Pros ft&WW sny,/wm a taw sAna .- .(((� 11! :0: NOA APPROVAL IMPACT iREMCM DOOR t OF e 1 •�•` / ! Ws` R -o" Der Dab n Nt n • 4 Nelson Brezo Mt 27/u La Porte Impact French Out -Swing Door a 1 • • A .. •, :\ °'Ow' �° Nelson BRlaso p1/� 8 ?��-%t Rrob, n.l.e. UOh++xa Nlween O+mnRaV Aexa" FO-2003Naoa.e- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ARE NOT PART OF THIS APPROVAL pgODU('f RB7_42pul LIMITATIONSmemRPlYI>gw1). MAX DP - t86 PSF W/ (4) Surface Bolts & Glow Types 4 B. C & D. BnitdinBCodo Np (SEE LOCATION DETAILS 0 SHEET 3 OF 6)_Aotopfalxo Sells at ha 3). MAIL DP = *76 PSF W/ Fiat SM & must be used where watery infiltraace tion greater by �(I--aet'we)+( -t86or aPSFsW/sMWI-Polat of M�land 4). MAX.not OP Lockcted -passWe) Inaeti. «viseRon Mo(eM �� gy yS H • : ?' : s seised to comply w FBC2004 -11/01/05 �)i®'/ 8501 NW 90th 5t. Revised to comply w/ PBCBW & added MEDLEY. FLORIDA 33166 ,. t,i r}; .+'.. � Insulated Glen 01/88/10 Il\FD LT�TIZT 8, C. (305) 696-8660 Ashland Mult-Point Look 01/67/11 MANDFAMTIRBR OF QMA6MF ALUARNOM INDOWS AID MASS DOORS Revind to amply w/ 8010 FRC an- at- IF -4 amn Pros ft&WW sny,/wm a taw sAna .- .(((� 11! :0: NOA APPROVAL IMPACT iREMCM DOOR t OF e 1 •�•` / ! Ws` R -o" Der Dab n Nt n • 4 Nelson Brezo Mt 27/u La Porte Impact French Out -Swing Door a 1 • • A .. •, :\ °'Ow' �° Nelson BRlaso p1/� 8 ?��-%t Rrob, n.l.e. UOh++xa Nlween O+mnRaV Aexa" FO-2003Naoa.e- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 110 7.W Mx Wt I&M SPmml lAdth r�"ley " <3S 3/t6'• no� PANEL IIIOTRIHBIOHT - AL tE POrrel VWth A . 3/16' ax N Y A 1 F -IT D %!' I 10 1/4• 16 1/4• 221/4• 2D 1/4• 30 1/4• 34 1/4• S C rb D! 1 I I 1760 as 0 m.� B xm AC ve 5 1660 29 3/16• 176.0 176.0 i /\ MaxT 3 VidtV E k a' r A ti/ B B 1 cot +860 11 3/16• 1760 1760 I 6 1860 17 3/15• 1760 1760 1760 /4• 28 1/4' 30 1/4• 34 1/4• 6 1860 23 3/16• a76.0 176.0 D I 1760 6 1Obp 3t 3/16• _176$ 1760 H 2P 0'I OK J xF E c X u B i u ¢five �s a AT "0X0" ELEVATION r Q) IV 74 I/R.' Hax Wit WWth 30 5/S• HCx 39 S/8• max 7¢ BpWet Width < UNt H1dth $blelRe _ A�SHEETL LT T T 331'!3%16 F, I 73 5116• HAx "1 VAHh Sa&rg AT [�rl, PANEL IIIOTRIHBIOHT - AL tE POrrel VWth A . 3/16' ax N Y fL 33 13/ifi •'rmx� A C 33%16 imx. 7 c •r WIDTH • D %!' I 10 1/4• 16 1/4• 221/4• 2D 1/4• 30 1/4• 34 1/4• S S rb IFT- O I I 1760 as 0 m.� B xm AC ve 5 1660 29 3/16• 176.0 176.0 % /\ MaxT 3 VidtV E k a' r A ti/ B B 1 Inapctive +860 11 3/16• 1760 1760 I 6 1860 17 3/15• 1760 1760 1760 /4• 28 1/4' 30 1/4• 34 1/4• 6 1860 23 3/16• a76.0 176.0 D I 1760 6 1Obp 3t 3/16• _176$ 1760 1760 2P 0'I 74 I/R.' Hax Wit WWth 30 5/S• HCx 39 S/8• max 7¢ BpWet Width < UNt H1dth $blelRe _ A�SHEETL LT T T 331'!3%16 F, I 1 1 N N P A I P m5 F/ d g � m�, q m G3 "r a E Act•,ive G ;r a z ®� I g \T ` aOPT�iS 'rap, 'T `-3 a�1�5 "XX" ELEVATION "OX" ELEVATION ) e "X" ELEVATION "0" ELEVATION los t/R' Rox Wit VWth PANEL IIIOTRIHBIOHT - AL tE 1 2S HAx. OL 1f(tl fL 33 13/ifi •'rmx� A C 33%16 imx. 7 c •r WIDTH • D %!' I 10 1/4• 16 1/4• 221/4• 2D 1/4• 30 1/4• 34 1/4• S S II IFT- 1764 •76.0 1760 as 0 m.� C S 1860 23 3/16• 176.0 +760 AC ve 5 1660 29 3/16• 176.0 176.0 % 5 !:: 31 3/16' a760 :760 MaxT 3 VidtV S 1860 35 3/16• 176.0 176- 1 10 1/4• 16 1/4• B B 1 1 1 N N P A I P m5 F/ d g � m�, q m G3 "r a E Act•,ive G ;r a z ®� I g \T ` aOPT�iS 'rap, 'T `-3 a�1�5 "XX" ELEVATION "OX" ELEVATION ) e "X" ELEVATION "0" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNi1N5 ARE APPLIED W/ SILICONE AND EARE pRAVAILABLE gAS OPTIONAL. 3. OR DOUBLES BOTT061 RAILS. SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. M SEE LTUMAX Sa.T-l" - - j y.{ ) % 55225 it OPTIDHS AT 9RE4 ( 't {{{ll YJ EI EVATIFN • • • • • • • die ! t ti' • • • • • s, ANCHOR NOTES: • • • • • • • • •i} ••.• c ATE OF 1. SEE ELEVATION AT SHEET I OF 6 FOR • • • • • • • • • • • • j 't i'�S ` '���+` AASNNECCgHOOR�R �O�.C. MAX. SPACING AND LOCATIONS. 2. FA5TENERS ,44 If 6 FOR WWALLATI�I • • • • • • r(t,.t a�vlt`p�,� - DATE ---- �Y�••`-"' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCrRBNStW as compiytaO withOro Plaids ®o8mn6t1ode IS. 28.I ► AoaptaAce No P.taa,Date _ p �Z�rs B� Miami Dade CoRsol �) to comply a/ FBC8007 & added I Glass 01/22/10 Hutt-Polat Look 01/87/11 to comply W/ 2010 FOC Nelson Oraso Nelson Serio 'LaPorte" WACT FRENCH OUTSVIN0 DOOR - DEMON LOM CHART los t/R' Rox Wit VWth PANEL IIIOTRIHBIOHT - AL tE p$Ep1E�A�VERKAIE SALT SideUte 3 W 6 'GD Swing OP 01-88 TYP2 "A" & "E" +/-(PSP) fL 33 13/ifi •'rmx� A C 33%16 imx. 7 N x WIDTH • IMMIT • 10 1/4• 16 1/4• 221/4• 2D 1/4• 30 1/4• 34 1/4• 77• x(W S ;ts" IFT- 1764 •76.0 1760 as 0 m.� C S 1860 23 3/16• 176.0 +760 1760 5 1660 29 3/16• 176.0 176.0 1760 5 !:: 31 3/16' a760 :760 MaxT 3 VidtV S 1860 35 3/16• 176.0 176- 1760 10 1/4• 16 1/4• _�3'� cxt6N--. 6 +860 11 3/16• 1760 1760 +760 6 1860 17 3/15• 1760 1760 1760 /4• 28 1/4' 30 1/4• 34 1/4• 6 1860 23 3/16• a76.0 176.0 +760 6 1860 29 3/16• N60 1760 1760 6 1Obp 3t 3/16• _176$ 1760 1760 2P 0'I xF E c X u n� q ¢five �s r i 2 FW 4 ` - - - • -e APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNi1N5 ARE APPLIED W/ SILICONE AND EARE pRAVAILABLE gAS OPTIONAL. 3. OR DOUBLES BOTT061 RAILS. SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. M SEE LTUMAX Sa.T-l" - - j y.{ ) % 55225 it OPTIDHS AT 9RE4 ( 't {{{ll YJ EI EVATIFN • • • • • • • die ! t ti' • • • • • s, ANCHOR NOTES: • • • • • • • • •i} ••.• c ATE OF 1. SEE ELEVATION AT SHEET I OF 6 FOR • • • • • • • • • • • • j 't i'�S ` '���+` AASNNECCgHOOR�R �O�.C. MAX. SPACING AND LOCATIONS. 2. FA5TENERS ,44 If 6 FOR WWALLATI�I • • • • • • r(t,.t a�vlt`p�,� - DATE ---- �Y�••`-"' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCrRBNStW as compiytaO withOro Plaids ®o8mn6t1ode IS. 28.I ► AoaptaAce No P.taa,Date _ p �Z�rs B� Miami Dade CoRsol �) to comply a/ FBC8007 & added I Glass 01/22/10 Hutt-Polat Look 01/87/11 to comply W/ 2010 FOC Nelson Oraso Nelson Serio 'LaPorte" WACT FRENCH OUTSVIN0 DOOR - DEMON LOM CHART PANEL IIIOTRIHBIOHT - AL tE NUMM OF ANCfIo16 /IAMB OP 01-88 TYP2 "A" & "E" +/-(PSP) PANEL W= Ate' ONCFMS) WWI • DP ( PSP ) GLASS 04183 CLAM TYPE •D" TYPE "C" TYPE "D" +/-(PSF) +/-(PSP} +/-(P8r) WIDTH • IMMIT • 10 1/4• 16 1/4• 221/4• 2D 1/4• 30 1/4• 34 1/4• 77• x(W S ;ts" 11 3/16• 1764 •76.0 1760 S !a" 17 3/I6• 1764 176.0 1760 S 1860 23 3/16• 176.0 +760 1760 5 1660 29 3/16• 176.0 176.0 1760 5 !:: 31 3/16' a760 :760 :760 S 1860 35 3/16• 176.0 176- 1760 10 1/4• 16 1/4• _�3'� cxt6N--. 6 +860 11 3/16• 1760 1760 +760 6 1860 17 3/15• 1760 1760 1760 /4• 28 1/4' 30 1/4• 34 1/4• 6 1860 23 3/16• a76.0 176.0 +760 6 1860 29 3/16• N60 1760 1760 6 1Obp 3t 3/16• _176$ 1760 1760 6 1860 3S 3/16' 176.0 176- 1760 • Q v al;;i csIS wdGilEs / OFAHDOW a FRAME .w/6 "w•,""� •�"• �91DALA YS ON MEDLEY. 33166 D v s z r4 c. (305) 696-0660 OA APPROVAL I I 1x PACT - I "001CN OM 1 1 2 OF 6 "La Porte" Impact" French Out—Swing Door NUWA " FO -2003 1a1•arm awe "F' S�A��6' TAPCON V/ CSEE 7ES80.W FOR SPACING) / I I 2 a CP.T.) VDOD BUCK �� 1/4' MAX. SHIN TYP. MULLION Sldelite Width 4-4- IQ ' Panel Width 14 1 }' MTM EMBED TYP 18 4 Active INTERIOR SIDE INTERIOR SIDE ' Inactive Active Inactive `} 18 `}- 18 1 EXTERIOR sIDR 1 EXTIMB IDR E3 L_J E4 L_J LOCK STILES WITH FLUSH HOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH HOLT INTERIOR SIDE EXTERIOR SIDE ZZ II 2' slti height SILL 11S `A`6• TppA1lPNNCON Vpp/,, ' fSE NOTESEWLW FOR SPACING) B2 OPTIONAL - DOUBLE BOTTOM RAIL DRTAIL INTERIOR SIDE • fSEE NOTES BELOW FOR SPACING) • • LOCK STILE OPTIONAL 4 '" 20 21 15 16 MULLION JAMB ^ 7 7 6 6 6 • Attire Inactive • • • 17 12 .: ''."• e 17 ON L E�1101yy ER Sidetite 12 23 • • • • • • -77 • 17 12 18 9 10 •' L+ °.v '�31 oma 14 9 10 14 Raul •• ••• •• • • t t v4• F' EXTERIOR SIDE O Cn M" SHIM • n� ••• (v 1 ' UNIT WIDTH MIN EMHI TWO-POINT MULTI -POINT MAX OP - 376 PSF MAX. DP a 386 PSF ••• • • • • ••• OPTIONAL LOCK DETAILS •• ••• • • • • • Active OPTIONAL \A,ctive A , • • • • • • • • • • PRO➢ ON L E�1101yy ER • • • • • • • • • • • . • " •' L+ °.v '�31 oma Rev Raul •• ••• •• • • • •• ••• • • • ••• �$ Revi Ineu WHERE THE DDDR IS LOCATED. �+Ashl • ••• ••• ••• 0j .. o �® Ravi • • • • • • DATE _ cc�tLd)3 L ••• • • • • ••• • • DIB 1/' Active OPTIONAL \A,ctive A , BOLT • () OPTIONAL SILL Inactive ® TOP RAIL Inactive �i • • • • • • • • • • IrrrrrEEEEE Nl1Mil"SEBELOV FGR SPACING) FLUSH SOLT & I-) ➢LAT SILL NOT&: 23 TWO-POINT LOCK. LIMITATIONS: D= 6 SIDELITES WITH THIS SILL TO BE 95 I/4• MAX. FRAME HEIGH'' 1). MAX. DP - 386 PSF W/ (4) ••• • • • ••• • • ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR AgNEC�H�OR{��O.C. MAX. SPACING AND LOCATIONS. 2. FASTENERS 4% 6 FOR INSTALLATION EXTERIOR SIDE I _JI1W IMEmOR-SWR 180 45 B3 12 DIB 1/' Active OPTIONAL \A,ctive A , BOLT • () OPTIONAL SILL Inactive ® TOP RAIL Inactive �i ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR AgNEC�H�OR{��O.C. MAX. SPACING AND LOCATIONS. 2. FASTENERS 4% 6 FOR INSTALLATION EXTERIOR SIDE I _JI1W IMEmOR-SWR 180 45 B3 12 DIB 1/' • () OPTIONAL SILL OPTIONAL HOLT Q BOTTOM RAIL 5A6• TAPCGNggEWEpp/ TYP I SEE DETAIL E3 FIR MOUNTING LOCATION > IrrrrrEEEEE Nl1Mil"SEBELOV FGR SPACING) FLUSH SOLT & I-) ➢LAT SILL NOT&: 23 TWO-POINT LOCK. LIMITATIONS: D= 6 SIDELITES WITH THIS SILL TO BE 95 I/4• MAX. FRAME HEIGH'' 1). MAX. DP - 386 PSF W/ (4) Surface Bolts & Gloss Types A, B. & C. THIS TYPE OF SILL IS LIMITED TO -/- 76,11 Pat DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION 1S NOT REQUIRED OR THE 2). MAX. DP = 176 PSF W/ 2 -Paint EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Lock (octive)+(2) Surface Bolts ®krocWe OVERHANG GREATER THAN OR EGI)Al. TO THE HEIGHT OF THE WALL WHERE THE DDDR IS LOCATED. I to comply vr/ FBCE007 & added kd Gins 01/2E/10 d Mutt -Point look 01/27/11 I to comply vr/ 8010 FBC A�p Nelson &,azo "Qt/ET I1 1W Nelson FLrazoOI/E0O/12 1 NW Boh St. LA ON MEDLEY. FLOt C ➢IBJ RUM 33166 N D it S , C . (305) 696-8660 MANUFACTURER OF QUAItTT ALUNINUM 17NDOWS AND CUSS DOORS "La Porte" Impact" French Out—Swing Door FD -2003 A' , •P. 3/16' TAPCON W D� JAMB mom® .� STILE 6 7 Active I L EMBE� TYP EXTERIOR SIDE TAPCON Vol MIN ENDED. 2• MIn' NOTES FOR SPACING) .._PGE DI TYP ®�liri!i Loo ® rM4 J V r r {ATEj�TdASS w = 9 1 w � }tt EXTERIOR SIDE r w a a 42 INTERIOR SIDE f • U •� 2 • 12 • 33 B1 ••23 _ SILL }• MIN EMtyp BED r • + -;. (SEEINSTNALLAT10N NOTES FOR SPACING) Inactive JAMB F1/4• MAX S 5/16' TTAPCEM V/ �1/2• MIN FOR S E NOES DR SPACING . ,�•,:?•". WOOD BUCI 1/4• MAX SHIM TYP 0 38 Sidetite Atta he t Scre: < 6 Screxs a each side of Janos, - 12 total per swelite ) INTERIOR SIDE 1r nw. at �• • • •• • • 2 • • • PRO ALLO • 1 • • • • • iZ� $¢ pe • • ••fes.°^ GE NSF•.O�'; t 55225 "�W4 : ;. i <�►. ;SE OF :btu �¢• M EMI;D _ • • • •°I°`ALU f�t9 DATE _ __ t 4 ••• • • • • ••• • • • • • • • • • • 52 53 f.) TAPCON BY 'EIL'O' OR 'BUILDEX' LOCK STILE hX (iU�t' MINLM..tJM REQUIRED FACTF_NER LENGTH 56 57 HEAD: 5 18' X 3" Long TAPCON(-) • • • • • • • • • • • % •• • • • •• •• 0 •• • • • ••• • • `5A6• TAPCON V/— SE L NV FM SPACING - f12 INTERIOR 3iDE +• LOCK STILE '1X BUCK' MfNWM REQUIRED FASTENER LENGTH :•'r•: f f6 i EXTERIOR SIDS Active INTERIOR SIDS JAMB: 5/16' X 2 3/4" Long TAPCON(-) - f12 .�..w....».,Wo G3 3 14 INSTALLATION FASTENERS NOTE: '1X BUCK' MfNWM REQUIRED FASTENER LENGTH O HEAD: S 16' X 3 1/2" Long T ) EXTERIOR SIDS SILL• 5%16' x 2 1/4" Long TA• INTERIOR SIDS JAMB: 5/16' X 2 3/4" Long TAPCON(-) 51 MULLIONS: 5/16' X 2 1/4' Long TAPCON(-) 52 53 f.) TAPCON BY 'EIL'O' OR 'BUILDEX' LOCK STILE hX (iU�t' MINLM..tJM REQUIRED FACTF_NER LENGTH 56 57 HEAD: 5 18' X 3" Long TAPCON(-) SILL: 5/16' x 2 1/4" Long TAPCON(-) y Inactive JAMB: 5/16" X 2 1/4' Low TAPCON(-) MULLIONS 5/16' X 2 1/4' Long TAPCON(-) (•) TAPCON BY 'ELCO' OR "BUILDBX' NOTES ALL FASTENERS N/ 1 1/S" MIN. EMBEDMENT. �r•+ ,2 AND 1/4" MAX. SHIM SPACE. • ALL TAPCON LENGTHS "L" SPECIFIED ARE MM MUMS (� ELBVATION AT SHEET 1 of 0 FOR BX7BRIOR SIDS ANCHOR MAX. SPACING AND IACATIONS ) ton Noteen 7� j 90th Sl. ,,Q WS L /�{ ® / \( 8501 d to comply s/ FBC2007-II/m/� d to comply w/ FBCZ007 &added Y. „��„//„[� VVV !`j' � �y MEDLEY. FLORIDA 33166 ted Cleve 01/22/10 I IIVC7. (305) 696-8660 td Mutt -Point Look 01/27/11 MANUFACrUMM OF QUALfFy ALUMINUM WINDOWS AND =Us AGARS d to comply s/ 2010 Me arom nxe.n Mme a— p"C.Ua"pSM"/Y.d.e !!mv mt. 6 MA APPROVAL IMPACT TRtNCN [IOOR 4 OF e OF Neleoa Braze OO s7 11 I "La Porte" Impact" French Out—Swing Door �0 Nelaon a. 01 8 amm nA.s. R.Avwn ASnaMn FD -2003 A.rt.tm t.otb � ASSEMtLY seem BOB ne . 3/4• P3V9MIL i (I -4E DD sum SILL SEALANT DETAIL UNE, KAM In BE SEMLED 001.0 TO SIU. WCAIMCASUIP rote UP _ SUL FRAME ASSEMBLY DETAIL \_ SIP"ITC Alutot IS V4 sown on SIS . V PH/FML � •• • ..._ � na11PTEa� ••' SIDELITE/JAMB ATTA Acari INTO nae 3ra' SEPI WD .a . 314' PMJPMn. HINGE ATTACHMENT DETAILS Aeass wEE �' ED �• . LEFT me asa Lto-Td wn t SME BOTTOM ' a= ATT.O.W WD AUT I ""W"m' SCRC.3 PANEL ASSEMBLY DETAIL ACCESS xME TDM mTM LOT JANA .488" O ALaminated Class by Du AM SHS DR SELF DRILLING SCREWS INTO METAL STRUCTURE IEEE NOTES FOR SPACINW DETAIL 1. +Ir--0.fES THK. NM INE1KA: DIST. CGDa3-T9 MN.1 .346" O Laminated Claw bv Du ant - Glass TvDe "B" ALUNItM TUBE MILLION A REFER TO APPROVED IUAMi-RADE NDA AM SHS OR SELF DRILLING SCREWS INTO METAL STRUCTURE MEE NOTES FOR SPACING) y wN EDGE DIST. IFt2 GA MIN t• 1� r ' 36 ON. HINa t©olazing I Laminated or Dy Dupoat Bolulla a Types W. "B" or "C" DETAIL CSCE TABLE W CORRESPONDNB GLAZING TYPE a CESCRIPTI@J� �— I/4 Round EXTERIOR SIDE GLAZING DETAIL #1 INTERIOR SIDE I Fuir-101azing Depth INTERIOR Orin—Ing 8/16" laminated I 33 CSEE TABLE V/ CDRRE GLAZING TYPE S DEW 1/4" Ilreulet&I Air 1/8" Tamp. Class 7E0 SPACER•Tr Se,9'- CIpAng Bead 4• iur S PINS. a12 -m-359 EXTERIOR GLAZING DETAIL 1t ao Le-nID EJO PUM am t GMG e !.% t Sim GLAZING TYPE -& DESCRIPTIONS .488" O ALaminated Class by Du pant, - Clean r IDESCRIP'MON DETAIL 1 1 3/16• Aramnted aa4• 2 aw Dupont SGP Mterayer 3 3AW Ar Gted .346" O Laminated Claw bv Du ant - Glass TvDe "B" ITEM ONBeDIM90N D.1/8' Araealetl D JM- DuPont PVD Interlayer — 3 1/8' A-InIted WW .340 0 A Laminated Claes by Solutla - Claes Type ITEM DESCRIPTION - j DLTdii. -11 1 1/8• Hent-SVenpthenea t2nes oSt4• 2 VW Salle. PVD ft"y- 3 1/B• Meat -Strengthened Glass I/4' MAX TYP. 1/4• MAX SHIM TYP. +� + + j pRODUCT'RT1NewED I W mes AB-D0yloB�ttha u• Z$• e.°'t;e�•Is Aus Jta- Btd{dbtg coda 1 1/4• MIH EDGE 5/la' ELCO TAPCON V/ t .e ee A9000000 No 5/16' TAPC�1 V/ TYP ! e5E2"�TE �1 'iC1N§ A, • • DGE glgy 1 1/2• MIN EMBED. INTO CONS. • HINGE ASSEMBLY DETAIL ygpr (SEE MOTES FOR SPACr10'J I • • • . • • • • pgg Noir NBER 11 @FD -8th -2 gj PTeAtti , • tCONC. TO BE 3 KSI NOV • I• W.•1 • • • • • r r•.isT r Revidon Notes: .`R "' w.•�- •• ` T• • a5tt iFi Cie •M. a•• :•. •*+' ..Sa. y..•' . �•.SF•••. h°i •+i. Revised t0 comply Tr/ FBCE004-t1/Ot/OS 8507 NW 90th SL •. 1't."{ :s;+:•'~ .•• f :•'. Revised to eomPly Tr/ FBfX007 &addedLA f' V S ON MEDLEY. FLORIDA 33168 Max. 6 •Ps Insulated Glees Ol/eO/t0 s. (305) 696-a!/4•114 MAX SHIM TYP' • • • 114• • •St�IH JYY • J Ashland Mutt -Point In* 01/27/11 AUNOPACTIARRH OP QVALTFr AWMINLIM WROVI'S AND OTaSS MRS RAI d to eampty v/ 2010 PBCaptv DmP C9P.e Port CTmv PIPs Whsmy+ SntT./Nadta !ruse bAua • • • • • 1 t t P3� ' IOTA APPROY/LL IMPACT FRENCH DOOR 5 Oro Mme, • •• • • •! • tp ; � < ""4pdBjA Hereon eTa><a of er%lI "La Porte" Impact" French Out—Swing Door 13PIU AL INSTALLATIUM DETAILS MAY APPLY s ! • • o <S��•' . M DOOR FRAME .wee ANO/OR FRAME MEAD. FRAME INSTALLATION OPTIONAL DETA•I�OPTIONAL DETA•I� fS�•`�.3a, y `bryt% 'FRP Nelson Craze ofo l2 RT'P� N . . S.W n.Le. a n N.M.. ° Ra.�.` FD -2003 a..uw A'°d` DATE_____ 7tP .-, GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by SoluUa - Giaea T a D YTEM DESCRIPTION 1 1/8' Hent -Strengthened Grass 2 M S.11. PVS tMvlayer. 3 Its' Heat-SVengthenMd a.- DB7AIL 1 ® "�l''j•' 4 1/4• INSULATED AIR SPACE 0.3To• S 1/8'TEMPERED GLASS 54 .340 0 A Laminated Glass by Solutla - Glass rnm DI•C8I17I0N 1 112' xest-strengthened Genas t SGP Moo 2 .090'Hva DETAIL JJa -Tr • e. 3 118' t-SVp)thened fAoss ren • • 4 1/4• INSULATED AIR SPACE arta 5 vD• TEMPERED GLASS I/4' MAX TYP. 1/4• MAX SHIM TYP. +� + + j pRODUCT'RT1NewED I W mes AB-D0yloB�ttha u• Z$• e.°'t;e�•Is Aus Jta- Btd{dbtg coda 1 1/4• MIH EDGE 5/la' ELCO TAPCON V/ t .e ee A9000000 No 5/16' TAPC�1 V/ TYP ! e5E2"�TE �1 'iC1N§ A, • • DGE glgy 1 1/2• MIN EMBED. INTO CONS. • HINGE ASSEMBLY DETAIL ygpr (SEE MOTES FOR SPACr10'J I • • • . • • • • pgg Noir NBER 11 @FD -8th -2 gj PTeAtti , • tCONC. TO BE 3 KSI NOV • I• W.•1 • • • • • r r•.isT r Revidon Notes: .`R "' w.•�- •• ` T• • a5tt iFi Cie •M. a•• :•. •*+' ..Sa. y..•' . �•.SF•••. h°i •+i. Revised t0 comply Tr/ FBCE004-t1/Ot/OS 8507 NW 90th SL •. 1't."{ :s;+:•'~ .•• f :•'. Revised to eomPly Tr/ FBfX007 &addedLA f' V S ON MEDLEY. FLORIDA 33168 Max. 6 •Ps Insulated Glees Ol/eO/t0 s. (305) 696-a!/4•114 MAX SHIM TYP' • • • 114• • •St�IH JYY • J Ashland Mutt -Point In* 01/27/11 AUNOPACTIARRH OP QVALTFr AWMINLIM WROVI'S AND OTaSS MRS RAI d to eampty v/ 2010 PBCaptv DmP C9P.e Port CTmv PIPs Whsmy+ SntT./Nadta !ruse bAua • • • • • 1 t t P3� ' IOTA APPROY/LL IMPACT FRENCH DOOR 5 Oro Mme, • •• • • •! • tp ; � < ""4pdBjA Hereon eTa><a of er%lI "La Porte" Impact" French Out—Swing Door 13PIU AL INSTALLATIUM DETAILS MAY APPLY s ! • • o <S��•' . M DOOR FRAME .wee ANO/OR FRAME MEAD. FRAME INSTALLATION OPTIONAL DETA•I�OPTIONAL DETA•I� fS�•`�.3a, y `bryt% 'FRP Nelson Craze ofo l2 RT'P� N . . S.W n.Le. a n N.M.. ° Ra.�.` FD -2003 a..uw A'°d` DATE_____ 7tP .-, • • • • • • • • • • .076 "ice •Ir.076 i � — 45M �` srEE r a� T Y 875 062 8 .a60 cCa m 9• .986 :::74 G�'WOE [NIDE® • 1 1 `J L (�4750 1259 -I .9ae F- az7 7 im. $8 QUARTER ROUND g gg gg FLUSH BOLT AND GLAZING ADAPTER gL-BIO O (11/16 READ O FRAME HEAD $ g B 48 TWO-POINT LAK YFD-834 PANEL HINGE SMO ANGLE GUIDE �— isle gL-901 � 4 gFD-627-1 .060 g II 119 1730 I I 726 4.187 1250 9 L500F— 2.031 _ I i _ 8 A98 I .100 .06a -064 2.000 HINGF QUARTER ROUND t.750 .075 �' p Ila 11 #L-9 LEAF 10 (3/8' BEAD 9 gL-8O8 gL-912 g� gg 1.500 �rWO SmINACTIVE-PA—I FRAME SILL —I $ J S FLUSHSH BOLT N� T 060 O OLN905LOCK STILE O gL-902 1 ? 47 ANGLE GUIDE .B35 b56 1 1/2" LONG Oro -825-1 Ob b03 _r 1.75 1.7510 telt MMatpD,, QUARTER ROUND F.066 .063 LagCiIACrM LOCKIPAASSSIVE - O (1/4-) -BEAD .123 _L p Izso gL-911 An �1� rnwDE � rL0.196 A6S LOLK � A45--....QQQQ6666112222 -- 2 •� HALF ROUND T 4000 aslro y4 a 42 FALSE MUNTIN B RAIL ADAPTER An .500 o o I I/2 HL -913 O 'gL-909 Aga JAMB 04 AFTER .082 U,6 5 53 w8 a34e 51 SIDELFFE PANEL. 1at12 Do 352U�� PIATE - gg 8HC-002 O PANEL .gyp & F aA6 m79 0 ACTIVE tHANDLE 8 PASSIVE gBOTTO8 R� O ® 03J 44 FRAME HEAD SHEAR PLATE 9 $J O OL -915 9 �s 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES a00 2 gz i B. SEE ELEVATION AT SHEET 1 OF 8 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS T� pRapULTR8t4BtV6D FRAME R� LI 3 4WWmpjftvft**F7orida 45 FRAME LOW SHL .. .. . . EN1, 328. 11 fel Nom' 8L-915 > • • • • TR J. VOW REFER TO RETAIL •113• AT SHEET 0 3 OF 6 • • • • • • PRO ONAD aE INBBR FOR ADDITIIWAL NOTES AND LIMITATIONS. • • • • • • • • .yL �• , 0 �p6! GGWCE ® • • • • • • �?+;. ' ltavlelon Nolem • • • • • • • • •Tom` .'• . F �" �'��' Revhed to comply rr/ vace 0a -1l Ot 05 8501 NW 901h SL :e p ^!'4 ;•' tC ��S -. a -VI -d to ..Ply e/ FBC= A added Y p l�J ®1 Q MEDLEY. FLORIDA 33166 STEEti BMT ST�EEL�B10.1 - �; +� � : , Insulated Glass 01/BO/10 STF2 0. C. (305) 696-8680 v, ss D•.T W + Aahlend %nit -Point Look 01/E7/I l NANRJ'ACTORBR OF gDALITY AWMMMV FIAMRS AND CUSS MOM Multi -Point OCks 11 b yg. Q ""` �v8r'„• • M,�.l. _ ` McEd t0 comply e/ eo10 FIND O,ad, et— >•mr, ems., P,,,, L>u.,oae, a,,, �„e a aA„a In— Optionals NOA APPROVAL WALT TRLNCx DooR 6 DP 6 (+/- 86.0 psf DP) • • •IWO • • • • •' } •, ::'� Awkm aw ask „ n ,. OOPTIONAL AC�tVE- EL. • • Q`' �; yh+ Nelson Er a x7 „ La Porte Impact French Out -Swing Door TWO-POINT LOCK Active Lock Passive Log1IQ aeawawIACK BHCT LO ASHLAND OWSIIO-STACTS ASHLAND M110-VFZij4i1 Bo gHC-08 4 Nelson Er°so Ol/20 ,2 76.0 psf DP) HANDLE 6 TRIMSET HANDLE & TRINL 22 pp��yys n.Ls. o moe�D ar:l,n FD-20039.ukrm t,wteASHLAND DW5201A-A ASHLAND OWSEM-DATE s �r"1LV IJ Ftmdble Vt 1 FMC Composition -Tes Plasti M. FMCBIaok Com Onnd Na 7200.76 FxrslclL Asretnro. lArmnmrH� A', l0ax 7S 1Y224D SpedROGmdly IAS 0.792 Tcmib Strmglh, PSl 1640 1)b38 lllfinmto QmaDtoq% 3440 1)d38 Lsmaloaplao%B1mr�am,Ps1 7rso Ilea B' d1.0 D746 2. FPVC WAIta Compound Na 7267-78 PHYSICAL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASFAtAro. DimmdorHmdms A•, IOavc 73 D•Z'L40 SpsiDcOrmily I.a3 0.792 TmsileSDcoa�h,P9 1640 DldB 0,6ads FJmg�lfoq% also Dras Alodatus{r� 1001631mgiDm,PSi T65.o D-638 -1o.D a74s ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •