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WS-15-319Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233947 Scheduled Inspection Date: May 05, 2015 Inspector: Rodriguez, Jorge Owner: GARCIA, JAVIER Job Address: 10317 N MIAMI Avenue Miami Shores, FL 33138 - Project: <NONE> Contractor: HOME OWNER Building Department Comments Permit Number: WS -2-15-319 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (561)305-3464 Parcel Number 1121360130920 INSTALL 2 SETS OF FRENCH DOORS ONE ON THE N.E mrractio rassea uommena3 OF THE HOUSE AND THE OTHER ON THE S. E OF THE INSPECTOR COMMENTS False HOUSE. No Additional Inspections can be scheduled until re -inspection fee is paid May 04, 2015 For Inspections please call: (305)762-4949 Page 34 of 40 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-232781. CREATED AS REINSPECTION FOR INSP-230805. CREATED AS REINSPECTION FOR INSP-230633. CREATED AS REINSPECTION FOR INSP-228181. Doors installed without inspections Failed ❑ Permit call for tie columns Remove all three sides of doors to inspect South door opening must have fill cells perplans Correction Not ready Needed ❑ Doors installed with 2 X must have letter from Arch/ Eng for structural attachment with 2X Gap > 1/4 not permited Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid May 04, 2015 For Inspections please call: (305)762-4949 Page 34 of 40 ,p� �Z Miami Shores Village ',O •M 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 FEB 13 2015 FBC 20 0 BUILDING Master Permit No.M5 PERMIT APPLICATION Sub Permit No. 4BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1®3k -k- N • (xhn l (\J-P—r-w42'- SS?? JCC City: Miami Shores County: Miami Dade Zip: '31V C7 Folio/Parcel#:_ 0- 2136 ` Q U> " 02-0 Is the Building Historically Designated: Yes NO _ < Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 5aQ\ej'r �jc ay-c� a Phone#:(yo T) %G?,- CJ 1 d Address: 1 iWS ki N • � � ®\ yv� 1 NJ� City: 1s1t ayyVA S.'Y\G� State: F_L_ Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: MOS Gia 112.2,E t� °& r OU rc '\ )y\ Phone#: 6 ` 0- y'2 2 Address: Z1 g 0i Sw qq", N u`q' J City: ,e'r State: P L Zip: �a I Value of Work for this Permit: $ III S0 0 , 00 Square/Linear Footage of Work: _ Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace Description of Work: kV�S'i�l1l 1 Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) O'C or` ❑ Demolition V\ C, On Permit Fee $ `ZD ' CCF $ CO/CC $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 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:' 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 0 day of l 20 by �_ �p ----,Who is personally known to me or who has producede 7 & O -12,!57-1- s identification and who did take an oath. NOTARY PUBLIC: Print: Signature, CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: `; Joanna M Feliciano Seal: r �� My Commission FF 082753 Seal: �'dF� Expires 01/12!2018 as 1 r APPROVED BY 1' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: __SGQ ieiV'_ GOkYCkCl DATE: Z.- 13 — Z,O1S ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. �,y�' 'al 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and con acts. Initia 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. —k Init' 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. A_I 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. I itis I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ON**, Initial _4Z__ I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/aro/cilb/index.html 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: �3(`7T O !.1 OM1 Ave .stc®e6Jl FL 3S I ®••_. InitiaF 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day ofd / 20__/ ic r m By12V/'.=,,-G�jrci -1:-1 who was personally known to me or who has Produced there License or 1�� 6' ZJr�� ��J6e s identification .m9oo " N�N"0 d o3�a. tV j N N .m moo0- n O 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000•• MIAMI -MADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY 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) WWW, Miamidade.goviecortvmv Lawson Industries, Inc. %WWW 901" Street 1Vledity, FUM86 'stbw . • This NOA L b&% issued under the applicable rules and regulations governing the use of construction :fttCdals. Tjwgesumentation submitted has been reviewed and accepted by Miami -Dade County RER- *Product Co>tCte? Section to be used in Miami -Dade County and other areas where allowed by the Authority PaAg Jurisatdtitp (AHJ). This YOA shall' not be valid after the expiration date stated below. The Miami -Dade County Product Control Ser; lcm 11Miami-DadeCounty) and/ or the AHJ (in areas other than Miami -Dade County) reserve 'thd.r%ht tahayq this product or material tested for quality assurance purposes. If this product or material • -fails to perfortht hi the accepted manner, the manufacturer will incur the expense of such testing and the AHJ Gmay 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 Velocity Hurricane Zone. DESCRIPTION:', Series "La Porte" 8'-0" Outswing Glazed Aluminum French. Doors - L.M.I. 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 "F", 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County.Product Control Approved", unless otherwise noted herein. REVISION 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 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. MIAMI�ADE COUW'rY NOA No. 13-0328.11 Expiration Date: June 05,-2018 Approval Date: June 06, 2013 Page 1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0.000. 0000.. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • • 1. Manufacturer's die drawings and sections. "' ' ; (6gbnsf1ed under previous NOA No. 11-0202.03) • • • • • :2. ' Drdwing 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 J. Sotos, P. E. 0000.. $.• •.: TEST'S •. •. • 1. ' • %st reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 0000.. • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • .. • • • ; • etong with marked up drawings and installation diagram of aluminum Outswing :0.:o French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. • • • HETI-11 9201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NDA 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 NDA 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 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) E--1 Jaime A Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) • • 5. Test reports on: 1) Air Infiltration Test, per FBG, TAS 202-94 • • 6" • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • 0:0:00: as 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 • 0 0.0 0: :::ft%ng with marked—up drawings and installation diagram of aluminum Outswing :6060: 6 ' 0 Hench door, prepared by Hurricane Engineering & Testing, Inc., Test Reports 0:0000 �' j0.'s HETI-02-1253, HETI42-1726, HETI-02-1728, HETI-42-1736, 0000• • ; ,HETI42-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all • • • • 0 •0606. • signed and sealed by Rafael E. Droz—Seda, P. E. • 0 • (Submitted under NOA 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 under NOA No. 10-0128.04) 2. Glazing complies with ASTM E1300-98104 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 DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ScntryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 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. 12-012 7.23) -- f Jaime D. Gascon, 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 (CONTINUED) :. S • o2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. "" • o o . � Hafted under NOA No. . 11-0202 03) • • • • • . ': • • •; 3. ' Lagoratory compliance letter for Test Report No. HETI-11-3201, issued by • E.:ThjTicane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido •••••• s•.••. SSSS. ,••F.Font, P. E. ' Soso* "' (Sabmitted under NDA No. 11-0202.03) • •; • • •; 4. issued by Product Control, dated 03/26/09, signed by Renzo Narciso. :::Ptaposal . , jttrbmifted under NOA No. 10-0128.04) ': "" . • •. s 5. S • •: Laboratory compliance letters for Test Reports No.'s HETI-09 2623, HETI— • SSSS.. :. -090-2645, HETI49 2624 and HETI-09 2646, issued by Hurricane Engineering & SSSS • o .. 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, HETI44-1896B, HETI44-1377, HETI-02 T095, HETI42 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—Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors — L.M.I.", approved on 04/05/12 and expiring on 06/05/13. Jaime con P E Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 so go ARE NOT PART OF TRIS APPROVAL BILL OF MATERIALS PRovucrRBNBw� LIMITATIONS: ITEM 0 DWO PART RBQD. DESCRIPTION REMARES 1 L-901 LII -098 1 FRAME HEAD 6063-T6 ALUMINUM R L-902 LH -097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6663-75 ALUMINUM 5 L-906 LII -692 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 1_11-091 1 x Panel IDNITE STILE 6063-76 ALUMINUM 7 L-905 LII -094 1 x Panel I LACK STILE 6063-76 ALUMINUM 8 L-969 LIF -095 2 x Penal TOP 6 BOTTOM RAIL ADAPTER 6063 -TS ALUMINUM 9 L-911 1.II-085 AS REQ -D. 1/4 ROUND AUDI. BEAD - 7/16' 6063-T5 ALUMINUM III L-912 LII -087 AS REND 1/4 ROUND ALUM. BEAD - 3B• 6063-75 ALUMINON 11 FO -624-2 L-908 2 x Penal HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM !2 VVS-001 TP 3286 AS RECD. Bulb Vinyl Vt{P•-lean Plastics, Inc See Material Conpasltlon at Sheet 13 PVS-001 ■ AS REGD. VTS7. 8 TOP/BUTT. RAILS Schlegel FS - J87•s. X 210•h 14 PVS-602 ■ AS REOD. VTS7. R FRAME HEAD 6 JAMB Schlegel PB - .187•■. X .330'h TS L-910 LII -089 12 x Panet STRIKER MOUNTING PLATE 6063 -TS ALUMINUM t6 FD -619 FD -619-1 2 x Panel STRIKER PLATE 6063-75 ALUMINUM 17 FD -631 LII -086 AS REOD, GLAZING ADAPTER 6063-T6 ALUMINUM IS HC -001 SF -5502 2 x Petrel DELTA FLUSH BOLT (8 TOP 6 BOTTOM IIF LOCK STILE) 19 F11-621-2 -024825 1 SET DOOR LICK / DEAD BOLT SET KVLKSET - SeNvs 690T COMBO 20 FD-fiM-2 HC -029 1 SET DOOR LOCK /BEAD BOLT SET SCHLAGE.- Settee F83S0 M14DU 21 FO -621-2 HC -024825 I SET DOOR LUCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 x. FS -035 AS RECD. Fra a Install. $crev - !Nand S/t6•- TAPCON ( See Notes) 23 x FS -03S AS RECD. Fran Install. Scre"- Jnnb/SOI S/I6•- TAPCON (See Notes) • • e4 x FS -026 8 FRAME ASSEMBLY SCREW 012 X 3/4• PH -PML es x FS -012 AS RECD. JAHB ADAPTER SCREW 010 X 3/4• P.N.-PHI. 26 F6-634 1.11-171 AS RECO. 1/4 ROUND ALUM DEAD - 11/16' 6063-75 ALUMINUM 27 x FS -043 8 GLAZING ADAPT. ATTACH. SCREW 08 X 1 1/41 FH-PHL 28 x FS -049 2/Panel Double Rail Assembly Screx 3/8•x2 1/4• Hex Scre■ 6 Nut 29 x x AS RECD. NEUTRAL CURE SILICONE Schnee-Nwehesd SH -5731 30 x ■ AS RECD- NEUTRAL_ CURE. sura E Dox Corning 899 ' 31 x x AS RECD. NEUTRAL CURE SILICONE Trenco S -50D 3e x x AS REWD. L*.Ir ted (lase see Pg. S Dupont - Sentry (Boss PWS 33 x x AS RECD. Lankwted Wass see Pg. S Dupont - PVB 34 x x AS RECD. Lanfnated Wass see Pg. S SaPlex - PVB 35 x HC -002 2/Ponel PANEL ASSY ALUM. PLATE 1 1/2•x 2•■ IB' (6063-T5 ALUM.) 36 ■ NC -004 BA Anel Pone! Assay Full Lenght Rod 3/8•(l0.-2011 Rod, Plate, Flange Na/t 37 x FS -011 B HINGE ATTACHMENT SCREW 010 x 3/4r P.H. / PHL 38 ■ FS -044 12 SIDEUTE ATTACHMENT SCREW 010 X I• PH/PHIL. - (17. OC Max) 39 HC -006 SePP0303GI4 6/Jamb 1/2. No. Note Plug -Nylon 6-6 MICROPLASTICS - Ra kvett M-79 40 NC -007 WPOS78611 E/Ponel 7/8' Db. Hole Plug - Nylon 6-6 MICROPLASTICS - RockxeU M-79 41 x He -Ole I/BOLT FLUSH BOLT SM Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rock -U N-79 4e L-913 LII -M AS RECD. 1/2 ROUND FALSE ALUM MUNTIN 6063 -TS ALUMINUM 43 ■ i AS RECD. INT FALSE APPLIED IIUMTIN 1.25' X .022' STOCK ALUMINUM 44 L-915 FO -623 AS RECD. FRAME HEAD SHEAR PLATE 6063-75 ALUMINUM - 4• long 45 L-916 LII -117 AS RECD. FRAME LOW SILL - OPTIONAL 6063 -TS ALUMINUM 46 FD -635 )C -ISO I TWO-POINT FLUSHBMT LOCK OPTIONAL ( FOR +/- 76D PST UP) 47 FD -626 F.D-626-1 e/Ponel FLUSH BOLT FADE ALUM, ANGLE 11/2'x 1 1/2'x I/8• Alun. 6063-T5 FD -627-1 e/Penel 2 -Pott Loch Bolt Guide ANGLE 3•x 3'x U V2'x UB' Alun 6063 -TS x AS RECD. .bort Sealant- White Coped •PurvM Ca• Super Sea 38 He- 1 SET LOCK ACTIVE HANDLE 6 TRINSET ASHLAND OW52MA-A 37 HC- 1 SET )00_71 -POINT LUCK ACTIVE ASHLAND BV5110-STAUCT5 C27 40 He- 1 SET LUCK PASSIVE HANDLE 6 TRIHSET ASHLAND BVSe01A-P 39 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND BWSUO-STPAS4 41 HC- 2 x Panel R,AU-Point Lock Boit Guitle NYLON 6-6 Rockeell N scale 79 FS- 48uide t Guide Attachment Fastener 06 x 1/2' PAi PHA..42 HC- 1 x Lock lock Top Mount Adapter NYL@I ADAPTER 43 HC- 11 x Lack ILock gotten Mount Adapter NYLON ADAPTER so go ARE NOT PART OF TRIS APPROVAL PRovucrRBNBw� LIMITATIONS: 0 see MAX. OP - i66 PSF W/ (4) Surface Bolts At Close Types A, S. C At D. •so Aoteptao(eNo . = W/ 2 -Point Lack (ochre)+ (2) Surface Bolts of hxctive OaBe �•4!r0 3). MAX. DP o t76 PSF W/ Flat SHI & must be used where nater infiltration is t 00.--. - • • -• ••• . • ! • SEE ! . ... Revind to comply v/ FBC207 & added • \ Insulated glens 01/2B/I0 2S' Max. }DLII Midi Ashland Malt -Point Lock 01/27/11 . . . . ••• 145 U2• Max Unit Width S1d� • • • • • • S C 33 13 6'•rin ! • p • • • <i 35 X16' rinx5. . p 09 1 nmB B le ANdUOR NOTES: 13 IB• a• 6• 1. SEE ELEVATION AT SHEET I OF 6 FOR 5 4 1/4 3/4 12 3/4• a V4 ANCHOR O.G. MAX. SPACING AND LOCATIONS. (at stdelite) ( �. o ac a tick Ix , e 4 . 2. SEE SHEET 4 OF 6 FOR INSTALLATION aci�`re pant) kwctiveFASTEERS TYPES. paneU 3. SANTE NANCH SPACING ® FRAME HEAD & SILL"OXXO" EXTERIOR ELEVATION QUALIFIES SINGLE & MULTIPLE PANELS (BRE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SIDELITHS MAX FRAME SIZE 145 1/2"v. X 06 3/4"h. OXXO EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICON& QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = 25" MAX. DAYLITE OPENING HEIGHT = 63 1/8" SEE ELEVATION AT SHEET lot8 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED NO=i I). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). CLASS MEETS REQUIREMENTS OF ASIM-E1300 AS PER CHAPTER 24 OF THE FSC 2010 CODE 4 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TRIS APPROVAL PRovucrRBNBw� LIMITATIONS: vs aalnplym8 wlththePkdda 1). MAX. OP - i66 PSF W/ (4) Surface Bolts At Close Types A, S. C At D. B6RdingCode o I {(SEE LOCATION DETAILS ® SHEET 3 OF 6) G,l� 2) MAX. UP *76 PSF Aoteptao(eNo . = W/ 2 -Point Lack (ochre)+ (2) Surface Bolts of hxctive OaBe �•4!r0 3). MAX. DP o t76 PSF W/ Flat SHI & must be used where nater infiltration is t THINNAS J. - not required or opening is protected by overhang roUo greater than one. O 4). MAX. OP - :EBB PSF W/ Multi -Point Lock (1-active)+(1-passive) of Inactive FLt C.•. .*+ • ! • SEE ! ALTERNATE BOLT AT SHEET 1 ti• • • Revind to comply v/ FBC207 & added • \ Insulated glens 01/2B/I0 2S' Max. }DLII Midi Ashland Malt -Point Lock 01/27/11 MMWFABF(TRSR OF QDAUff AEVN/VVAt FMONS AND ULss DOORS m Revised to comply v/ 2010 F13C A— a&—p N crap p.,a a,kyws, ,a a Ift- aM.k WA APPBDYAL WACT [=:.e,* REU�l1 DOOR 1 OF 6 "La Nelson Em= o n Porte" Impact" French Out—Swing Door Nelson E. 1,020712 apox rd I0 8ea0u n.La. C :�)•• • • :• • E /: D / X lit = r o r iu r 'tm ? 0 AZ Active Inactive to'2 E y s J )I 10 80 0 6 111- de"" -bat rl OD q i a E Sidelite % B WIMAXE BOLT AT SHEET Side ite --M& 887 S ANdUOR NOTES: 13 IB• a• 6• 1. SEE ELEVATION AT SHEET I OF 6 FOR 5 4 1/4 3/4 12 3/4• a V4 ANCHOR O.G. MAX. SPACING AND LOCATIONS. (at stdelite) ( �. o ac a tick Ix , e 4 . 2. SEE SHEET 4 OF 6 FOR INSTALLATION aci�`re pant) kwctiveFASTEERS TYPES. paneU 3. SANTE NANCH SPACING ® FRAME HEAD & SILL"OXXO" EXTERIOR ELEVATION QUALIFIES SINGLE & MULTIPLE PANELS (BRE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SIDELITHS MAX FRAME SIZE 145 1/2"v. X 06 3/4"h. OXXO EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICON& QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = 25" MAX. DAYLITE OPENING HEIGHT = 63 1/8" SEE ELEVATION AT SHEET lot8 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED NO=i I). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). CLASS MEETS REQUIREMENTS OF ASIM-E1300 AS PER CHAPTER 24 OF THE FSC 2010 CODE 4 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TRIS APPROVAL PRovucrRBNBw� LIMITATIONS: vs aalnplym8 wlththePkdda 1). MAX. OP - i66 PSF W/ (4) Surface Bolts At Close Types A, S. C At D. B6RdingCode o I {(SEE LOCATION DETAILS ® SHEET 3 OF 6) G,l� 2) MAX. UP *76 PSF Aoteptao(eNo . = W/ 2 -Point Lack (ochre)+ (2) Surface Bolts of hxctive OaBe �•4!r0 3). MAX. DP o t76 PSF W/ Flat SHI & must be used where nater infiltration is t THINNAS J. - not required or opening is protected by overhang roUo greater than one. PRO TONAL liN0INEER 4). MAX. OP - :EBB PSF W/ Multi -Point Lock (1-active)+(1-passive) of Inactive FLt C.•. .*+ •y •."': ?: ,;. ..{r. r -. •.> � • Revision t Notes: evleed to comply v/ PBl'E004 -11/Ol � �� g�vy ® �a r V����//// 6501 IN7f 80th St. 1�®// "' �' " Revind to comply v/ FBC207 & added fes® MEDLEY. FLORIDA 33166 Insulated glens 01/2B/I0 N'DLTSTR 8, INC. (305) 696-8660 Ashland Malt -Point Lock 01/27/11 MMWFABF(TRSR OF QDAUff AEVN/VVAt FMONS AND ULss DOORS m Revised to comply v/ 2010 F13C A— a&—p N crap p.,a a,kyws, ,a a Ift- aM.k WA APPBDYAL WACT [=:.e,* REU�l1 DOOR 1 OF 6 "La Nelson Em= o n Porte" Impact" French Out—Swing Door Nelson E. 1,020712 8ea0u n.La. ft -ow R -c- FO -2003 )ATE._.- d°; :.','..- `a 110 7/e' Ras Wilt Width (S P.n.Qh W. r�//--AT 35 3/16'• ItQd' °' e 7 d 8 AT 7 6 SEE ALTERNATE BOLT Sidelite xt 8 STET Sling PAYmI Width 11.19.1. < 33 13/l6' wnx.) A (.35.3/16' max. Panel Vddtfi C 3 3/t6' ax A I I !!!%_t, .. f . . .. .. . . . • . . . 0 >; I . 5 ±864 29 3/16' !764 ±763 ±763 xex. DL 3 Wad *76.0 fl0 C n D/ 6 x� 1'll 3/16' ±76.0 ±764 1764 . g $a ... % �r � Acjt�e Inactive c>i Incl/!� li A %/r IIr/ 11 tl %/ Lr� $ R Jr - D i it "0X0" ELEVATION N 73 5tW Rxx UNt Width 0 Seing 7 d 8 AT 7 6 SEE ALTERNATE BOLT Sidelite xt 8 STET Sling PAYmI Width 11.19.1. < 33 13/l6' wnx.) A (.35.3/16' max. Panel Vddtfi C 3 3/t6' ax e7 A g .. .. . . . .. .. . . . • . . . 0 >; I . 5 ±864 29 3/16' !764 ±763 ±763 xex. DL 3 Wad *76.0 fl0 C 10 1/4'-- 16-1^1 22 1/4' 28 1/4' 301/4' 34 I/4' D/ 6 x� 1'll 3/16' ±76.0 ±764 1764 . . ... % . � ... Inactive c>i Incl/!� Active '!'/%/ A %/r IIr/ 11 i %/ Lr� $ R Jr - 1 0 i "XX" ELEVATION "OX" ELEVATION 143 1/8' Rex Drat Width P"M WIDTH/8I76Hf ACTUAL (WIC9�) SEE ALTERNATE BOLT Sidelite xt 8 STET Sling PAYmI Width 11.19.1. < 33 13/l6' wnx.) A (.35.3/16' max. DP GI.AB$ TYPE & 'B' +/-(P8P) PANEL ACTUAL smO1,Affi (INCB1iS) WIDTH • DP PSF ) OTd89 OIABS TYPE ' TYPE "C' TYPE 'D" 8' +/-(PSP) +/'-(PSF) +/-(P8P) .. .. . . . .. .. . . . • . . . . . . . 5 ±864 29 3/16' !764 ±763 ±763 xex. DL 3 Wad *76.0 fl0 C 10 1/4'-- 16-1^1 22 1/4' 28 1/4' 301/4' 34 I/4' D/ 6 186,0 1'll 3/16' ±76.0 ±764 1764 . . ... . . . . ... i "XX" ELEVATION "OX" ELEVATION SEE PiALTERNATE BOLT ODIfS AT SHEET 3 18 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET I OF 6 FOR 2. AAgNECCgH�OR DT.C. MAX. SPACING PAC ALlALOC TIONS. FASIFNERS TYPETION S. APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. OR ELS A_R,� L�VS SWq.E BOTTOM RAtL 4. CUT -SWING DOOR WITHOUT INSECT SCREEN. 38 5M Rax �T Untt VNth \� !'8'1�5EAI 1 I- c �0 h p V i,e vµ 0.s° xPLd ®P@11 -- VA SHEE[ T ELEVATION "0" ELEVATION WIA I sOOM= RENEWED ploom ytrevrtmthePbriaTl r® L a /2olg L 'LaPorte' IMPACT PENCE OUTSWING DOOR - DESIGN LOAD CHART 143 1/8' Rex Drat Width P"M WIDTH/8I76Hf ACTUAL (WIC9�) SEE ALTERNATE BOLT Sidelite xt 8 STET Sling PAYmI Width 11.19.1. < 33 13/l6' wnx.) A (.35.3/16' max. DP GI.AB$ TYPE & 'B' +/-(P8P) PANEL ACTUAL smO1,Affi (INCB1iS) WIDTH • DP PSF ) OTd89 OIABS TYPE ' TYPE "C' TYPE 'D" 8' +/-(PSP) +/'-(PSF) +/-(P8P) WIDTH • HE{09T • 10 1/4' 1614' 22 1/4' 28 1/4' 301/4' 34 1/4' ---� 77' XCD S ±864It 3 /16' ±76A ±76A 1764 5 '. iBGA 17 3/16' 1763 ±76A 1763 II ±7&0 5 ±864 29 3/16' !764 ±763 ±763 xex. DL 3 Wad *76.0 fl0 C 10 1/4'-- 16-1^1 22 1/4' 28 1/4' 301/4' 34 I/4' D/ 6 186,0 1'll 3/16' ±76.0 ±764 1764 II 1763 6 ±-863 23 3/16' ±763 ±764 176.0 ctive ±76.0 it 176.0 c>i Incl/!� Active '!'/%/ u $ SEE PiALTERNATE BOLT ODIfS AT SHEET 3 18 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET I OF 6 FOR 2. AAgNECCgH�OR DT.C. MAX. SPACING PAC ALlALOC TIONS. FASIFNERS TYPETION S. APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. OR ELS A_R,� L�VS SWq.E BOTTOM RAtL 4. CUT -SWING DOOR WITHOUT INSECT SCREEN. 38 5M Rax �T Untt VNth \� !'8'1�5EAI 1 I- c �0 h p V i,e vµ 0.s° xPLd ®P@11 -- VA SHEE[ T ELEVATION "0" ELEVATION WIA I sOOM= RENEWED ploom ytrevrtmthePbriaTl r® L a /2olg L 'LaPorte' IMPACT PENCE OUTSWING DOOR - DESIGN LOAD CHART g - P"M WIDTH/8I76Hf ACTUAL (WIC9�) NUMBER OP CHOP"A' /IAMB DP GI.AB$ TYPE & 'B' +/-(P8P) PANEL ACTUAL smO1,Affi (INCB1iS) WIDTH • DP PSF ) OTd89 OIABS TYPE ' TYPE "C' TYPE 'D" 8' +/-(PSP) +/'-(PSF) +/-(P8P) WIDTH • HE{09T • 10 1/4' 1614' 22 1/4' 28 1/4' 301/4' 34 1/4' ---� 77' XCD S ±864It 3 /16' ±76A ±76A 1764 5 '. iBGA 17 3/16' 1763 ±76A 1763 S ±o&0 23 3/16' ±763 ±764 ±7&0 5 ±864 29 3/16' !764 ±763 ±763 5 2864 31 3/16' *763 *763 *76.0 5 ±863 35 3/16' !763 ±764 ±7&O 10 1/4'-- 16-1^1 22 1/4' 28 1/4' 301/4' 34 I/4' - -- 93' x(6) - - 6 186,0 1'll 3/16' ±76.0 ±764 1764 6 +864 17 3/16' +764 l76S 1763 6 ±-863 23 3/16' ±763 ±764 176.0 6 ±863 89 3/16' 176.0 176A ±76.0 6 1864 31 3/16' ±76.0 ±764 176.0 6 l +86.0 36 3/16' !76.0 ±76A 176.0 g - - • OPERABLE PANEL WJST MEET AVPUCABIE REONREYENIR PER 8i1R,•NO CODE. Munni Dade • 0 PARENMESS 1NIVATES 1 OF 001 Al FRAVE 40a ¢(HIRER E�tyS ��-?f :'1>d Revisiont Notes:�� Revised to comply a/ FBCB004 -1l/Of 06 �e T lo�l( 8501 NW 90th St. Revised to comply w/ PBSe007 & added MEDLEY. FLORIDA 33166 55225 Insulated Ghee 01/98%10 DTJ INC. (305) 696-8660 ` IRT Y land Hull -Point Look 01/87/11 to 9010 I= MANOPACIVNIR OF QDALITi' AUWMVM WINDOM AND CIA= DOORS it Revised comply W/ Iftt stem diad CknVlrW Wrdr /M•LA D•ae ATxlc ROA APPROVAL pOrACI FRENCH WOR 3 ore re w . Q °wind a'' "La *e Nelson R.. a /9Y'dY/n Porte" Impact" French Out—Swing Door e j• �� ° " �' Nelson Eraao 011/-0/38 i A Aae,we" rcxav ads -'J•""'• D—Wy a—b- FO -2003 1 I/2• -X5/1116' TAPCON V/ tSEEPNOE PUNEMBED. FOR SPACING) 1 I t-- L x cP.Ta WOOD BUCK �-1/4' MAX. SHIM TYP. MULLION Stcfettte, Width 4-4 14 Panel Width 1 i MIM EMBED O O TYP IB WN Active RrNMR $IDE RkrMwR SIDE Inactive Active Inactive L 18 / 18 MDE "�1 BXIERIDR >�E (@ L -J E4 L_J LOCK STILES WITH FLUSH BOLT TACK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE �7 2' sill height SILL r i . j'w.� 2 win cwx) 115/16' TAPPCON V/ TYP t3EEr RS RR LLODW FOR SPACINW B2 OPTIONAL - DOUBLE BOTTOM RAIL DETAti :0-0: 0 . . . .. .. . .: . . . . . . . • qli TWO-POINT MIAM-POINT MAX. OP - *76 PSF MAX. OP a *86 PSF OPTIONAL LOCK DETAILS • • • • • • • • • ••• 5116' TFi®[[N*M Vpp/,, INTERIOR SIDE • • 1. SEE ELEVATION AT SHEET i OF 6 FOR ' • • •SEE NOTES�GV 6 SPACING> t9 • 6 • • • 3 LOCK STILE • • • • 4 • • i • • L,;: �• 20 21 15 16 MULLION 3 \ JAMB Active 46 Active 7 7 i mctive 6 • •• • 2 • • • 17 38 • %' •" '_ '`• '° 36 17 • • • • • • 12 23 • •SltlBllte :y *'Y • • • • •• • • INYBRIDB 81DB \511 3 17t2 iB 9 10 11 14 9 10 14 OF.ICi'ERIOR SIDE D 12 C.2 MAX SHIM (•) OPTIONAL SILL UNIT WIDTH OPTIONAL BOLT 0 BOTTOM RAIL ;.ti>ii.'ese• e,; 1 }' NIH EIBE� SAG' TAPC13N I SEE DETAIL E3 FOR tImBJTIN6 LOCATION) MIM EMBI qli TWO-POINT MIAM-POINT MAX. OP - *76 PSF MAX. OP a *86 PSF OPTIONAL LOCK DETAILS Revised to comply w/ FBC20DT & added MEDLEY. FLORIDA 33166 Insulated Glass 01/Re/10 nT;J 13. r—) (305) 696-6660 Ashland Mutt -Point Wok 01/27/11 MWI)FAC711RER DP QUALITY AWAMNpy YFNDDYS AND CLASS ODORS Revised to comply w/ 2010 PBC p y. C4— YpH pyn yy� y„v, g p„�,yt It— 8A"& RDA APPRa<yu• WPACT FRENCH DDDR 3 OF a Fndid or Nelson Erase o 2v 11 "La Porte" Impact" French Out—Swing Door D_ AV Nelson Esso 1'01'120112 FD -2003 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET i OF 6 FOR ' t9 ANCH�SOHRO.O.C. MAX. SPACING AND LOCATIONS. 6 A 2. F�ENERS 14VPES.6 FOR INSTALLATION - . ...•����� ����� PR0OUc'RBNEWW / 3 \ a+ooDl vriH)IEePloTlda Active Inactive NO .« Date OPTIONAL BOLT ®TOP RAIL .. Mismtl)a aPfodectcon 5 » Active Inactive ®I't'RRIOR SIDE INYBRIDB 81DB \511 3 45 ®0 D 18 12 (•) OPTIONAL SILL OPTIONAL BOLT 0 BOTTOM RAIL ;.ti>ii.'ese• e,; 1 }' NIH EIBE� SAG' TAPC13N I SEE DETAIL E3 FOR tImBJTIN6 LOCATION) W/ TYP BED ESEE �TES�BE & FOR SPACMD FLUSH BOLT & (�1 FLAT BILL NOIR: 23 TWO-POINT LOCK LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT 1). MAX. OP 366 PSF W/ (4) Surface Botta & Glass Types A. S. & G THIS TYPE OF SILL IS LIMITED TO •/- 760 paF DESIGN LOAD AND HOST BE USED WHERE WATER INFILTRATION IS NOT REDUIRED OR THE Z). MM. DP = 376 PSF W/ 2 -Point EXTERIGR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Lock (oeDve)+(2) Surface Bolts ®IrmCWe OI/ERtiANG GRATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. No comp 1 eomply w Im=64 -lt/Ol 05 �� 5501 NW 90th St. Revised to comply w/ FBC20DT & added MEDLEY. FLORIDA 33166 Insulated Glass 01/Re/10 nT;J 13. r—) (305) 696-6660 Ashland Mutt -Point Wok 01/27/11 MWI)FAC711RER DP QUALITY AWAMNpy YFNDDYS AND CLASS ODORS Revised to comply w/ 2010 PBC p y. C4— YpH pyn yy� y„v, g p„�,yt It— 8A"& RDA APPRa<yu• WPACT FRENCH DDDR 3 OF a Fndid or Nelson Erase o 2v 11 "La Porte" Impact" French Out—Swing Door D_ AV Nelson Esso 1'01'120112 FD -2003 5/16• TAPCON V/ ISEE BELOW EFOR SPACING INTERIOR SIDE :'! •�: ,IAMB 19 20 21 L K STILE s 7 "• �' � 15 ••� Active I I }• MIN. EMBE TYP HFJ O X MAX 4SHIM —t LIMIT DTH MIN EM EXTERIOR SIDE CTYP: TAPCON V/ 5/161 TAPCOM V/ MIN EMBED, EDFdH DIST YO)1 EMBED, RTES FOR SPACING) NOTES FOR SPACING TYP —E x tP.TJ ..t•py :. .:`.' VDOD DOCK VOOD BUCK ,'tit .Y 1 •.+ •''f'. •} :: r a' MAX. 7 1/4• MAX. SHIM TYP, IIM TYP. HEAD . . • s 1 TAPCON V/ • • • • • • W �ACIN*O* 4DE• gtLOV • • • • jlfTEI1OR .. .. . . . .. .. . IB 19 20 21 •S11LE • �. •-� ::•`' 19 20 21 29 31 C8 •�"� F•-• 11 t 12 6 • t • • • • •• T 3 • '„� r • �ve ••, Active . . • s 1 TAPCON V/ • • • • • • W �ACIN*O* 4DE• gtLOV • • • • jlfTEI1OR • 3 i INTERIOR SIDE • • • • • • •1.00R • ,... LOCK STILE IB 19 20 21 •S11LE • �. •-� ::•`' 19 20 21 29 31 C8 •�"� F•-• 11 t 12 6 • t • • • • •• T 3 • '„� r • �ve ••, Active a w z7 "X" tz C71 }-- L _J EXTERIOR SII EXTERIOR SIDE U f�TOR G3 32O 13112. lq INSTALLATION FASTENERS NOTE: 12 Al 8 e •IX BUCK' MINIMUM5 h�v9 SherHEAD. /16' X 3 1 2 TAPCON(•5 taepe sslach d.6teo) '�" EXTERIOR 81DE SILL: 5 16' x 2 1%a'`Long TAPCON(•)) INTERIOR SIDE JAMB: 5/16' X 2 3/a' Long TAPCON(•) 31 SIDE 50 51 MULLIONS: 5/16' X 2 7/4' Lang TAPCON(•) 5 530 TAPCON BY ' OR "BUI 9 10;nE2* '21c BUCX' MLN0.fllM REQUHtEO FAST n WHEAD: 5 16" X 3" Long TAPCON(•) _ E TTERIOR SIDE SILL:5/76' x 27/4TAPCON(•)= 19 C, q inactive JAMB: 5/16'X24Long TAPCON(•) a4 MULLION& 5/16" X 2 1/4" Long TAPCON(•) INTERIOR SIDEa (•) TAPCON BY 'ELCO' OR 'eltaDetr1T NOTES: AL FASTENIM Wf l 1/E' MIN. EMBEDMENT.AND 1/4" MAY SHIMB7tTERiOR SIDE •ALL TAPCON LENGTHS "L" SPECIFIED ARS MLNLHDIas 5 of 6 FOR 2 5 2 PRO Also EXTERIOR MDR (ANCHOSEE BBMAX SPATION ACINGANDI LOCATIONS ) 13 12 13 12 oil .4P ++ 'E so Revision Nolex T� O 23 � B 1 23 e'L • NSF' 'as r% Rav[eed b amply r/ PBCDODa -1 t/01/08 L 8501 NW Both $t. I N5225 Ravlsed b comply r/ PECDD07 &added MEOLEY, FLORIDA 33166 4 y�;•,T S2gI d';yY.�ON I. Insulated Olaea Ol/E8/10 (305) 696-8660 y.::w Hetghi p. �:+. �t' ' f Ashland Hutt—Point Lock 01/27/11 $ILL SILL , SMANUFACTUDBB OF QMAJPY ALQMMVM MTMDOMD AND CAM DOOM . • . ,•. , � .. , �.' „• • 'G tY Revised to comply r/ 2010 FEC Diav earx p .i aYm, pod cam—W s�.t�yMa&y naw yam •�„^ . ).:.•»� `; . ,' I ..: T^• ''p':•�+:: + ; , 41. NDA APPROVAL " tIE OF DIPACT FRuxH ODOR 4 OF e ! : ••,; :.' • •r' ' •1 �' MIN EMBED • • ": `'• •,, I ¢• MIN EMBED ? •' ��w� • "a`A �° Nelson Ereao °ofi a ss n , , :,..;,;; ,..;, ,•;, T„P ,• �7c D1 BP 11 La Porte Impact French Out—Swing Door �SM`61• MIN�N V0. •• •OQ••�lE � �°°` a— B, Nateon Esso o / g fSEE iNSTALEL" NOTES FOR SPACING) >' [• • ' ai3 Swa, ppnm AaaMn OramD,p Finara AaA.a. 6h ea DATE ----- n.t.e. FD -2003 .. .. • . . .. .. . . . . . . • . • . • • • • ... • • . . ••• BI(ALirc ATTALlmm mi etOV[ CTt1EAldt •- / - � u V4 SCREWSsi ........ AttEAa.i o P-PRIL / ""A"Doms P rALE IN ........ �'• a't9/N gal _ netPi o"nom Um 000A Aum 3IDELITE/JAMB ATTACHMENT DETAIL FRAME ASSEMBLY DETAIL \1eD auEss .• a • • • • • • R�'BIaOR•SIDE • • E ESCR N • ••il•' • • • sing Adapts • .480 0 tt•ated Glass h Du n! - Glass p" t©CIe • 51 Olasing De�th • ITB11 D p -::::d4e4mDETAIL 9E s IRrnae • • • 1 11/�yAnnPt�ed eniking a .040• DuPont SW Intertsyer 3 3/lb• Mnealed any. )aminated Glen • • )• 0" A La 0 -lasted Glen by Du ent - Class ZMPO "B" by Dupont or Solutla • • • • • rye • DESCRIPTION DETAIL Types A". "B' or "C" • • • • Ire wa _� IEEE TABLE VI CORRESPOND • • • • GLAZING TYPE L OESCRIPii• • • • • 090 Due t PVR Intert.ye, • Said ntl9 10 • • •/6••A�matetl Pap. 37 74 EXTERIOR SIDE .340 0 A Laminated Glass by golntla - Claes C SILL SEALANT DETAIL Nan MEADFa TO St Si SWAA TO SILL 014 GLAZING DETAIL Ul FNEN DESCRIPTION DETAIL I 1/B• Hent-Svenatkened Hese �MN.Y�E a 90• Saaex PVB InteHa A q i Ia1mE AiiAClPAM sesi OEPTx LUe , s tp HINGE ATTACHMENT Nl DETAILS Access me / � � PRE-PUNDEDLam / LEFT ii m I M% LFAs INNAM set 3Ar so, ttd mus STILE 3 1/B' Neat-SVPngtf,enned Ginsa py�p• INTERIOR SIDE 6C1eEing Adapter Masi fill GLAZING TYPE & DESCRIPTIONS 8/10' Laminated Glass s� to 31 .340 0 A Laminated Glass b So Us - Gass a D ss t CSEE TABLE W ING IT= DESCRIPTION Dsrea 1 GLAZING TYPE A DESCRIPTION) /' TT 1 Ire• Hent-Svengtlw,mtl atone - - - - / e MSanex PVB Intertayar, V)11'7TT -StGinsa y{>� 3 U6• HPotrPngtaeneal, e t �1/ SALE BOTTOM 1/4" Insulated 1 1/4' INSULATEDAIR SPACE 03W Air floe M/ S 1/a'7EMPERED GLASS 1/0' P. 61ess 0 A Laminated Glass by SoluUa - Glass -T mm ATTAC.Mi IEx NOT SCt6V8 eel ANO VASfEA 1 em .Orr ra+rwvL. PANEL ASSEMBLY DETAIL - • IECESS NILE COYER —0 a)TTa La'T .w• .340 e � lED S.PA�CIER •TruSed•- OtazIng Bead Black Seat Afr Space ® D�I�ON DETAIL Pttto. Si' 1 Ire• Nvst-Strengthened Gross a aw DPPmt SCP Interlayer ® U'• EXTERIOR 3 Ire• Heft -Strengthened Gloss 4 1/4• INSULATED AW SPACE GLAZING DETAIL $2 s Ire TEHPERED ca Ass 3a Px'P 114NG SCREWS SMS ORSELF DRILLING SCREWS 0 SELF METAALS� INO 1ETALl�iE eSEE RmBE FOR SPACOtW --��•—Dass Tl -0C. FIN. CSEEINOTES FOR SPAT H,N. REFER TONAPP Lmm (STEEL I�NSCCENT, V% ALI, fTEDGE DIST. <6063 -TS HIM) MDN EDGE DIST. <fy = 36 XSl HDU MIAMI -DALE HDA 70 BE PLATED OR PAINTCD) s�TEIe PLm _499=9s: ep° -m + +— _ q- 1/ viT_L�;114 TYP.1/4• t4AX SHIM TMP. •�• + + pRODUCfRBNMWW xrcceu� eseomplyWgtYitbthsBlaida 4 1 1/4• IQN1 EDGE DISI. S/16' 0.CD TAPCON V/ 'rc�' Nan-- Bp gfe No a• MIN. �I}/ . THNA]�PCNN�C�gVE/ gyp , TVPEDGE C8EE2ICOTENS ism¢ SPACING) D0.TiPx T CSEe;M SEFOR SP�INW I PBp plySOTGS I II HWOE ASSEMBLY DETAIL CCOFE. TO BE 3 MSI MIFU 2 >< CP.T.) JFD-624-2 DD •' r"•' '.• j:r A`•�' '?-'; CSEE GEN. NOTE 03) • a Z ,.. ..., T®o®� Revision Notm ���QQQ TP �{ 77�� T ® ® / / 8501 Wsm St. �. A'• :` . •• +:iw,s ••t �,A 8 Sf� =, Y d� Revised to comply tF PBC2004 -11/61/08 �� t •� ;s • `� d- Revised to mply >./ FSC" It added j�j 1 �/ MEDLEY. F1OR1071 33188 co a insulated Olen 01/m/10 s E S, N C. (305) 696-8880 . • 1/4�' MAI SHIM TYP. 1/4• MAX. SHIM TMP. s sad L[att-Point Look DA/27/11 AGCNOPACPUREA OF QOAIdfY ALOVINON ATAWi AND GLASS Wei Revised to amply H/ 2010 FBC Nvom CAnTr Pmt Cioaa Ave CtrIeDmW saw/Roaetr awn BATea . ATE � APPROVAL IMPACT AEENcx DDDR 6 of 8 '•��e 1Pi�"n0 °e Nelson Erase 01 ET 1, "La Porte" Impact" French Out—Swing Door OPT INSTALLATION DETAILS MAY APPLY C; Si � t:'� ��`e+. To "I FRAME .IANB ARDOR FRAME WAD FRAMB INSTALLATION OPTIONAL DETAILS �`�` `I°`b` ... tide°� ° "`" elv Matson eraso o �/1B CTYP.) T.• g- ttf� 9 amCn Pmi NmwOrn DATE----- 'IU . a.l.e. °� Awno.n FD -2003 Ike i$ ® TOP -1. FPVC Back Gb urM Na 7200.78 PHYSICAL gg B g R � gg R 75 112210 Sptd"Anily 1.43 9 T0=bSaee816,P31 1600 D638 UlfiroNo Ila vft % 340.0 DG38 Ma dm@ IMAEIa+Oa aa. PSI 765.0 D438 ' a I OPTIONAL 48 TIFO-POINT LOCK TACK BHC -050 76.0 pal DP) �3� 1 T I" 1 1/ 1. FLUSH BOLT AND TNO-POINT LOCK 49 ANGLE GUIDE BFD-627-1 SSEEI. "I ��T�EEL BDL7 Optional Multi—Point Locks (+/- 86.0 pal DP) 1.5m L124 1.500 INACTIVE -PANEL FLUS47 ANGLE GUIIDE 1 1/2" LONG OFD -625-1 1 1/2' 1 SIDEIM PANEL. ALUMINUM PLATE 38 2- LANG BHC -002 .xm STApLE49 STEEL BOLT pI An arra• Oa SSB C-1- ft a" 00 vas 0.B. BSB (-.1- eao a" DIAMM-PANEL 18 FLUSH BOLT BHC -001 . . ... . . . ... • . . . . . . . • . 476 -it- - I -.076 1 - -- - • � 3,g •+1 • . 975 N.2 ,—I .986 � : .0 . • UU11V// I � 1.750 ... • ; • . li r 1259 -I -1 .908 I- .074 .127 GLAZING ADAPTER $8 QUARTER ROUND BL -910 O IF 6894 BEAD • 8 111NDE HOME SVW : • •`I718i • • • •• 060 • - - 41- .726 • • Ilv • • • • .119 .730"x' • • _r .098 2431 -I I-- 908 HINGE LBAF QUARTER ROUND L750 .075 11 ®L-808 10 (3/8' BRAD BL -912 -1[-.070 460 5.05 -I O PANEL LOCK STILE .633 b56 i 9L-905 0.6 SOB ' I 1 [_ L75 —I t^- 1.750 OQUARTER ROUND I .125 (1/4' BEAD 1.250 9L-911 472 1.625 -JX 445 HALF BOUND T 4.000 472 42 FALSE MU7ITIN O RAIL ADAPTER .500 OL -913 9L-900 49 Ftexilgo RfC 1 -T -1. FPVC Back Gb urM Na 7200.78 PHYSICAL ASTMNO. Daom mrHmdn A', 10= 75 112210 Sptd"Anily 1.43 D-792 T0=bSaee816,P31 1600 D638 UlfiroNo Ila vft % 340.0 DG38 Ma dm@ IMAEIa+Oa aa. PSI 765.0 D438 ' -31.0 D.746 `2 FPYCftftM Compimd Na 7287-75 PHYSICAL ASPM NO. Do,o.dcrHmdz=1A",10= 73 D2240 Sped&Gmdq• 1.43 479E TaeslasbcnApm 1640 Dag UWWz80oag w,% 323.0 D-639 MOM @lO0%RW21ft PSI 763.0 D198 30.0 x746 092 100 -•1 .136 OPANEL TOP & BOTTOM RAIL OL -908 O FRAME JAMB OL- • • • 4.500 11.7 50I t� I • O FRAME HEAD • 1912 —•� 91-901 • •� 1250 1 .100 ,064 464 2400 T .— 4.500 OFRAME SILL 9L-602 r1812� ,066 .063 I. .214T 1 45M 4 JAMB ADAPTER . .. .. .. ...9E -8O4 4348 X00 �ej 4065 OFRAME HEAD SHEAR PLATE BL -918 I. ALL DIMENSIONS SPECIFIED ARE IN INCH � r4m I -� r,S00 8. SEB ELEVATION AT MUM OF 8 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS j' U to comply •/ F11=07 B added I Gies O1/PR/t0 Malt -Point Lack 01/97/11 to comply V/ 8010 Fix: -" Nebon Esso or Nelson Bran n.Ls. TI _ 4. Q 46 FRAME LOW SILL 9L-616 1_LEFER : REFER TO DETAIL •03' AT SHEET 0 3 OF 6 ®j- ®�//��/j FOR ADDITIONAL NOTES AND LIMITATIONS. 8501 NW 90th St. L A F 7 S O 7NMEDLEY. FLORIDA 33166 <JTR C. (305) 696-8680 NANOPACMRSA OP QUALM AWAUNW IIRDOA9 AND DLA'R aw&v - --I I WACT I FRO CH DOOR I 1 6 OF "La Porte" Impact" French Out—Swing Door FD -2003 MecaWind Std v2.2.4.9 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 2/10/2015 Company Name MDS ENGINEERING CORP Protect No. JobNo Address 21809 SW 99th AVENUE Designed By MARIO DUANY,P.E.,LEED AP City CUTLER BAY Description. WINDOWS AND DOOR INSTALLATION State FLORIDA Customer Name LAURA GUERRA File Location: C:\Prog.ram _ les ;:86 :i`,1,_'?. Prot Location 10317 NORTH MIAMI AVENUE .:;ecaP:, crF.7y.:•:: Input Parameters: Directional Procedure All Heights Building (Ch 27 Part Basic Wind Speed(V) = 175.00 mph 1) Structural Category = Natural Frequency = II Exposure Category = C Importance Factor = N/A 1.00 Flexible Structure = No Alpha = 9.50 Kd Directional Factor = 0.85 At _ 0.11 Zg = 900.00 ft Am _ - 0.15 Bt = 1.00 BM Cc = 0.20 _ 0.65 Epsilon _ 0 -0 y = 500.00 ft Zm'n Slope of Roof = Ht: Mean Roof Ht - 2 00000 2-1..-2 1- = 15.00 ft Slope of Roof(Theta) = 10.49 Deg RHt: Ridge Ht 11.50 ft 14.00 ft Type of Roof = GABLED OR: Roof Overhang at Eave= .00 t overhead Eave Height = 9.00 ft Bldg Length Along Ridge = 30.38 ft it Bldg WdthyAcross Ridge= OH54.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified .Method Gust1: For Rigid Structures (Nat. Freq.>! Hz' use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 = 15.00 ft Lzm: 1*(Zm/33)^Epsilon = 0.23 4: (1/(1+0.63*((B+Ht)/Lzm)^0.63))'0.5 = 427.ft Gust: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.''*3.4*lzm) _ 0.9922 - 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust! or Gust- = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi • 9%CPi : Internal Pressure Coefficient • = +/-0.18 • • Wined fressur$ • *V% Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 • • Kh: 2.01*(Ht/Zg)^(-/Alpha) Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1668.14 ft^2 Reduction Factor based on Roof Area = 0.80 NWFRS-Wall Pressures for Wind Normal to 30.38 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.34 -16.05 -3.83 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 33.02 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.68 -25.73 -13.51 Windward - Max Cp -0.16 -10.73 1.49 Leeward Norm to Ridge -0.32 -15.34 -3.12 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 10.5 Deg, h/1= 0.38 OURS -Wall Pressures for Wind Normal to 54 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 e 00 Side Walls -0.70 -26.30 -14.09 0000•• : 0• Wall Elev Kz Kzt Cp qz Press Press Total • • 000•• • • e ft psf +GCpi -GCpi +/-GCpi 0000•• 0 •• • Wfndwari 14.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 • AIalar8 9.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 0000•• •• •• •••�•• • • 00O& of - Dist from Windward Edge Cp Pressure Pressure 0000• 000+GCpi(Psf)-GCpi.(psf) • 0 • 0000•• y---- • +---------------------------------------------- ••---------- •0•0• • • • • oo��•0.0 ft to 5.8 ft -0.90 32.07 R 19.86 Rdbft•9.8 ft to 11.5 ft -0.90 -32.07 -19.86 •�•••• 0000 : �ogf.•11.5 ft to 23.0 ft -0.50 -20.53 -8.32 •• • •• toox•23.0 ft to 30.4 ft -0.30 -14.76 -2.55 sees** 0000 • • • • Notes - %lono Ridge s•0•Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.38 Wind Pressure on Components and Cladding (Ch 30 Part 1) 101 sees•• e • sees•• • • • sees•• sees• •sees •0000• ••••s• • • 0000•• Ar Gable Roof 7 < 1 <9 45 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.04 ft Description Width Span Area Zone Max Min Max P Min P ------------------------------------------------------------------------------- ft ft ft^2 Gcp Gcp psf psf FRENCH DOOR -1 3.00 6.65 20.0 5 0.95 -1.29 38.25 -50.03 FRENCH DOOR -2 1.30 6.65 14.7 5 0.97 -1.34 39.04 -51.61 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd • • • •n• • • sees•• • • •• n0 sees•• ease sees sees•• •••••• ones 0a 0000 •non n• • •o**** • •0 • • • = 0.85 = 33.94 psf