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WS-13-2694
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207425 Permit Number: WS -11 -13 -2694 Scheduled Inspection Date: March 19, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Owner: CELANO, MARIANO Job Address: 695 NE 93 Street Miami Shores, FL 33138- Project <NONE> Contractor: J S L CONSTRUCTION CO Isuiu>ling Department comments REMOVE ONE 2FT 8" DOOR AND REPLACE WITH IMPACT DOOR. REMOVE EXISTING 6X4 WINDOW AT DEM WALL BELOW REPLACE WITH 6X6 8" IMPACT DOOR WITH LANDING AND STEP ON OUTSIDE ADD IN 1 SWITCH AND 2 LIGHTS Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)215 -7236 Parcel Number 1132060141770 INSPECTOR COMMENTS False Phone: (786)290 -4363 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 203762. Missing final electric. <*K� I Tap cons on door not per NOA. Missing tap cons on hinges Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 18, 2014 For Inspections please call: (305)762 -4949 Page 24 of 51 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203762 Permit Number: WS -11 -13 -2694 Scheduled Inspection Date: February 19, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CELANO, MARIANO Work Classification: Window /Door Replacement Job Address: 695 NE 93 Street Miami Shores, FL 33138 - Phone Number (305)215 -7236 Parcel Number 1132060141770 Project: <NONE> Contractor: J S L CONSTRUCTION CO Building Department Comments REMOVE ONE 2FT 8" DOOR AND REPLACE WITH IMPACT DOOR. REMOVE EXISTING 6X4 WINDOWAT DEM WALL BELOW REPLACE WITH 6X6 8" IMPACT DOOR WITH LANDING AND STEP ON OUTSIDE ADD IN 1 SWITCH AND 2 LIGHTS INSPECTOR COMMENTS False Phone: (786)290 -4363 Inspector Comments Passed D Failed Correction Needed ❑ e'��B �o� �� 0 "a Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2014 For Inspections please call: (305)762 -4949 Page 14 of 53 Leo Llanos, P.E. Consulting Structural Engineer 1300 Ponce de Leon Boulevard, Suite 507 Coral Gables, Florida 33134 E: engineermiami @aol.com (305) 297 -5482 Chief Building Official January 23, 2014 Building and Planning Department 10050 N.E. 2d Ave Miami Shores Village, Florida 33138 Re: 695 North East 93 street Miami Permit # WS -11 -13 -2694 Dear Building Official: This letter is to advise that the doors under the above referenced permit with NOA 09- 0608.16 may be installed using 2 "x6" wood bucks with 1/4" diameter x 4 -1/2" tapcon screws at 12" on center staggered with first and last screw at 6" from edge. Minimum embedment shall be 1.25 inches. Should you have any questions or need additional information, please do not hesitate to contact me. Very Truly Yours, ems. Ll s P.E. 33175 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 206089 Permit Number: WS -11 -13 -2694 Inspection Date: January 28, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Window and Door Buck Owner: CELANO, MARIANO Work Classification: Window /Door Replacement Job Address: 695 NE 93 Street Miami Shores, FL 33138- Phone Number (305)215 -7236 Parcel Number 1132060141770 Project: <NONE> Contractor: J S L CONSTRUCTION CO Phone: (786)290 -4363 Buildina Department Comments REMOVE ONE 2FT 8" DOOR AND REPLACE WITH IMPACT DOOR. REMOVE EXISTING 6X4 WINDOW AT Infractio Passed Comments INSPECTOR COMMENTS False DEM WALL BELOW REPLACE WITH 6X6 8" IMPACT DOOR WITH LANDING AND STEP ON OUTSIDE ADD IN 1 SWITCH AND 2 LIGHTS Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 205978. No letter from Eng. or picturesCREATED AS REINSPECTION FOR INSP- 205241. CREATED AS REINSPECTION FOR INSP- 203761. Not ready Failed Need Structural attachment method from Eng. for 2 x 4 installation Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 January 28, 2014 Page 1 of 1 A 71 cp� cs�o 0 Leo Llanos, P.E. Consulting Structural Engineer 1300 Ponce de Leon Boulevard, Suite 507 Coral Gables, Florida 33134 E: engineermiami @aol.com (305) 297 -5482 January 23, 2014 Chief Building Official Building and Planning Department 10050 N.E. 2"d Ave Miami Shores Village, Florida 33138 Re: 695 North East 93 street Miami Permit # WS -11 -13 -2694 Dear Building Official: This letter is to advise that the doors under the above referenced permit with NOA 09- 0608.16 may be installed using 2 "x6" wood bucks with 1/4" diameter x 4 -1/2" tapcon screws at 12" on center staggered with first and last screw at 6" from edge. Minimum embedment shall be 1.25 inches. Should you have any questions or need additional information, please do not hesitate to contact me. Very Truly Yours, Leo 2A--,— . P.E. 33175 PERMIT # )3- 26(f/V, CONTRACTOR: SUBMITTAL DATE: 1 - °- ADDRESS- NAME: RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL J < r PLUMBING RSIDERM NOC MECHANICAL BLD1 iii Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION 30J Lz)(Nk--n� Permit Type. JOB ADDRESS: 9s, A/ NG92013 FBC 20 Permit No. Master Permit No.W 5 13 — 2694 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes /NO Flood Zone: OWNER: Name (Fee Simple Titleholder): M g P 1 Q b%D l: Q (CL lid Phone #: Address: 6 qS N f q,3 S+ City: State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: e1 Address: t l 7 6, S ID val City: Qualifier Name: LO L C'v.a r-k(,4rw. 6) z 3- 33128 70—d 9'0 213 0,3 Zip: 3 Z3 / �G 7 9-6,;2 90 zy 319 State Certification or Registration #: /Lp3 e 6 3 y 166 Certificate of Competency #- Contact Phone #: 0 �90 "� t3 Email Address: IN r +tom �S °" 0,o pt ru 1 y n q C DESIGNER: Architect/Engineer: 0\ _.- Phone# . Value of Work for this Permit: $ O CDDO Sq`aare/Linear Footage of Work. Type of Work: ❑Address n OAlteration ❑New U(Repair/Replace ❑� pemolition Descriution of Work: RQ �`^® 2 rS D'fit' i- Q101W� '� ltd J-f019t0 ct"D 0o V- "Oc Ex JI 6, � & 'Vi 'f 14� W-e � /f1tiJ I a JQ to 1 L&K i a togKfs Auoo4 3e-f weA I Submittal Fee &5 0'00 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ -R-3 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ` c: Owner or Agent The foregoing instrument was acknovAedged before me this /0' day of ��� , 20 [,1, by 1 1,qP //- who is rsonally known tom r who has produced As identification and who did take an oath. Signature � Fit— Contractor The foregoing instrument was acknowledged before me this day of %U UV , 20 1 �, by /�i�71 N �/ n� who is personally known to me or w as pro as identification and who did take an oath. NOTARY PUBLIC: MARTIN ESPINOSA COMMISSION #FF033807 Sign: EXPIRES Jut :5.2017 Print: � a1J ^•a^ �a�riCe.ewll ��' My Commission Expires: APPROVED BY Plans Examiner I� Structural Review (Revised 3/12 /2012 )(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Vk\ "Nit A Sign: Print: oI�RY Pj/p�r rnA My Commission Expires: %U'�' corn E173D �n 0� Zoning Clerk TA S TE v� 1: a sr `T] i H'QZI JINN ' OONTRA -C eider tih® isioae p rate► ®: AIIC .$1 r 2014r� CbuariSUCTION .. ZZ7 117 67 g DIXB 'tNOR DISPLAY AS. '8S i�km : ® TION Y � SEG�s,s�aso�o�.s2�' . t � .LS, x f F ! { q l �I i d RSN �WSON..: -Ai oner.i cii/ I OW CERTIFICATE OF LIABILITY INSURANCE DM(MAIMMI"""' 11/25/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED $Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING wauREp4q), AumRIZED REPRESENTATIVE OR DER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the carlilkate holder is an ADDITIONAL WSURED, the policy(tes) must be endomed. If SUBROGATIONISWNVEDadodto, the terms and conditions of the policy, certain policies may require an endorsement A statement on thls.certllicate does not comer rights to the certificate holder to neu of such endorwmerqsl PRODUCER AD American Insurarm 9036 SW 152nd St. Miami, FL 33157 Phone 2334)855 FaX 2 CONTACT KINO M AC GREGOR (305) 233 -8855 Na (305) 235 -MM QUOTESOXINO1NSURANCE.COM INSURERIOI AFFORDING COVERAGE NAIC B INSURER A : LLOYDS OF LONDON INSURED JSL ConsMidon Co 11767 S. Dixie Hwy 0 227 MWW. FL 33156- (305) 253 -7114 INSURER 13: 1VE DOPRESS INSURANCE' s 1.0D.000-OD INSURER : , MADISON INSURANCE CO. $ 50,000.00 INSURER D: $ ado INSURER S 1,000,000.00 INSURER F: GENE7ALAGGREGATE COVERAGES CERTIFICATE NtIMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLAM. IN,8j2 K TYPE OF INSURANCE A N POLICY NUMBER a 04127/2813 � 04/27Q014 L@11T8 A GENERAL Lwaa.m ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS-MADE ® OCCUR ❑ IVLSM -B EACH Cux nmxr= s 1.0D.000-OD DANA $ 50,000.00 I�E>�V*arm $ ado PERSONAL & ADV tNd w S 1,000,000.00 ❑ GENE7ALAGGREGATE $ 2,M,000.00 GEML AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ M ❑ Loc PRODUCTS- COMPIOPAGG $ 1,000,000.00 $ B AUTOMBa.E LIABILITY ❑ ANY AUTO ALL OWNED SCHEDULED ® AUTOS ❑ AUTOS ❑ HIRED AUTOS ❑ AUTOS ❑ 0�1�7 -2 03131=3 03/31/2014 sIRGLE LIMIT BODILY INJURY (Per pm-) $ 25,000.00 �DILr IN n1RV (Per a�lae� s 50.000.00 $ 25,00D.00 $ ❑ UMBRELLA UAB ❑ OCCUR EXCESS LIAR Q CLAMMMAM EACH OCCURRENCE $ AGGREGATE $ ❑ RETENTION t C WORKERS COMPENSATION AND E [PLOYERB LIAR ITY YIN O�FFl� h7CCl� ra mNHI �y�eas.� desw be ur d. oESCRIPTI0 OFOPERATIONSbalow MIA WCV6102103-01 04/10/ 93 04/90/ 14 WC STATIC OTH- EL EAcw Ac cff*NT '$ 100,000.00 . ELDwASE- EAepLoYE $ 500,000.00 E.L. D - POLICY uwr $ 100.000.00 DESCRIPTION OP CATIONS I LOCATIONS I VEHICLES ~ ADORD 101. AddBonikl Rw=%s ScMdUI% I mare epecc B r THE PARTY LISTED BELOW 1S RECOGNIZED AS CERTIFICATE HOLDER. OCKTIrIGATE MIULaMC CANCELLATION MUM Shores VDlege Buiding Department 10050 LNE 2nd Avenue NDml Shores, FL 33136 Fax: 305-756 -8972 ACORD 26 (2010!08) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TIIEREOF, NOTICE.WILL BE OBIVERED IN AOCORDANCB WITH THE POLICY PROVISIONS, IGNO PORATIO& All rights reserved. are r marks of ACORD Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 1458538 ELB:TT: BUSINESS NAME /LOCATION J S L CONSTRUCTION CID RECEIPT NO. EXPIRES 8019 SW 132 ST ° "* 14585538 SEPTEMBER 30, 2014 M WM I, FL 33156 Must be displaVed at pl aee of business Pursuant to County Code Chalker 8.A -.An. 9 & 10 OWNER SEC. TYPE OF BUSINESS J S L CONSTRUCTION CO 196 SU&GENERAL BLDG PAYMENT RECEIVED CONTRACTOR BY TAX COLLECTOR Worker(s) 3 CBC034266 86-25 11/26/2013 0221 14 001 This Local Easiness Tax Receipt only confirms payment . of the Local Business Tax. The Receipt Rota 18 use, permit, Ora cerMeation of the holder's qualifications,to do business. Holder must comply with any governmental or nongovsromeutal regulatory laws and requirements which apply to the business: The RECEIPT N0. above mast be displayed on an commercial vehicles - Miami -Dade Code See Sa -276. =UM For more information, visit yyww.miam dade. ovtax l e for . Miami Shores Villa e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEMBER 10, 2013 Permit No: WS13 -2694 ELECTRICAL REVIEWER COMMENTS Add switch and outside light fixture for new dining room doors. Show receptacles located no more than 6 feet on each side of new doors. Add smoke / carbon monoxide detectors. See city copy. Need electrical permit application. 25 nov. 20 Need application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. MIAMF DiADE MIAMI —DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC ) a 1"1V 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION ^ (7 6 F(796)31- -2599 NOTICE OF ACCEPTANCE OA ► ' idade. o t a oln Lawson Industries, Inc. 8501 NW 9016 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 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 fined 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 far 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 Abe provided t the er by the manufacturer or its distributors and shall be available for ittspecHon a� the;l$b t t : he ues tie Building Official. This NOA renews NOA No. 12-0127.23 and cons) sts� ft Is 1 n e tde cc pages E-1, E-2 and E-3, as well as approval document mentioned above. a pp �'�" The submitted documentation was reviewed by Jai . G , P. �" " NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 6'�' Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subutitted under previous NOA No. 11-0202.03) 2. Drawing No. FD -2003, titled '1a Porte - Impact French Out -Swing Door', sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12 /02 with the latest revision '7% dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 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 20394 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 ow. 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 24113.2.1 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 B-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) r � i Jaime D. Gascon, . 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. (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. (Subu fitted cinder 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 EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® 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 previons NOA No. 12-0127.23) 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 Industrics. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI -11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No. 10-012& 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 10/22109, signed and sealed by Candido F. Font, P. E. (Submitted tinder NOA No. 10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI- 041897, HETI- 04- 1896A, HETI- 04- 1896B, HETI -04 -1377, HETI -02 T095, HE, ETI -02 T090, HETI -02 -1253, HETI -02 -1726, HM-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 8'-0" Outswing Aluminum French Doors — L.M.I. ", approved on 04/05/12 and expiring on 06/05/13. r 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 -3 TIT ITIiN / DRWO IF PART j RERD. DESCRIPTION REMARKS 1 L -901 1.11 -098 I FRAME HEAD 6063 -T6 ALUMINUM 2 L -902 LII -097 1 FRAME SILL 6063 -76 ALUMINUM 3 L -903 1.11 -090 8 FRAME JAMB 6063 -T6 ALUMINUM 4 L -904 1.11 -096 2 SIBELITE JAMS ADAPTER 6063 -TS ALUM" S L -906 LII -092 e x Panel PANEL TOP 6 BOTTOM RAIL 6063 -T6 ALUMINUM 6 L-907 LEI -091 1 x Panel HINGE STILE 6063 -T6 ALUMINUM 7 L-908 1,11 -094 1 x Panel LOEK STILE 6063 -TB ALUMIL M 8 L -909 LII -098 2 x Panel TOP 6 BOTTOM RAIL ADAPTER 6063-18 ALUMINUM 9 L -911 1.11 -085 AS RECD, 1/4 ROUND ALUM. BEAD - 7 1I6• 6063 -15 ALUMINUM 10 L -918 1.II -087 AS RECD V4 =NO ALUM. BEAD - 11W 6063 -TS ALUMINUM If FD -624-2 L-908 2 x Panel HINGE LEAF ASSEMBLY 6063 -T5 ALUMINUM 18 VVS- M TP 3286 AS RE(rD. Relb idyl Vt■•P.-Te4n Plastics, Inc. See Matertal Coop sitbn at Sheer 13 PVS -OM ■ AS REOa WTS'P. a RAILS Schlegel FS - 487•w. K .21011, 14 PVS-= • AS REOD, VTS'P. R FRAME HEAD 6 JAMB Schlegel PB - .197'x. X -430% IS L-910 1.I1 -009 8 w Panel STRIKER MOUNTOM PLATE 6063 -75 ALIMQAM 16 FD-619 FD-619m! 2 x panel STRIKER PLATE 6063 -T5 ALUM" 17 FD-631 L11 -086 AS REDD, GLAZING ADAPTER 6063 -76 ALUMINUM 18 MC -OM SF -5808 2 x Panel DELTA FLUSH SOLT LS TOP 6 BOTITIM OF LOGO STILE) 19 FD- 621 -e MC -0241 1 SET SOCR LACK / MAD BOLT SET KVIKSCT - Series 690T COMBO SO FD -621 -2 - 024/028 1 SET DOOR LOCK I DEAD SGLT SET SCHLAGE - Series FRM CGNBO 21 FD -6el -9! NC- 024/025 I SET SM I= /DEAD BOLT SET DEFIANT - Series 831 COMBO R2 a FS -035 AS RE7D. Frone Install. Sere. -.Head 5/16•- TAP= ( See Notes) 83 x FS-035 AS RECD. Fran install. Scree- 'Janb/SRI S/16'- TAPCON (See Notes) 84 ■ FS -026 2 FRAME ASSEMBLY SGILV Bit K 3/4• PH -PHI, 2S w FS -012 AS REWIL JAMS ADAPTER SCREW 110 K 3/4' PA-PHL 26 ' FD-634 1.11 -171 AS RED•D, 1/4 ROIMD ALUM BEAD - 11/16' 6063-13 ALUMINUM e7 ■ FS -043 8 GLAZING ADAPT. ATTACH SCREW 48 x 1 1/4• FLL -WI. - Ell • F8-049 e/Panet Double Rao kss"My Scree 318W l./4• Hex See" 6 Not 29 a a AS REO•D. NEUTRAL CURE SILICONE Schrrea- Morehead SM -5731 30 ■ ■ AS RECA NEUTRAL. CARE SIL tCDNE Dox Corning 899 ' at x ■ AS REO'A NEUTRAL CURE SILICONE Trento S -59D 32 ■ • RECA Lermmted Glass sea 3 Dupont - Sent" Wass Ph" 33 x ■ AS KOS Lanhnted Wane see P 5 Dupont - PVB 34 • ■ RECA Laminated Wass see P#, 5 Reflex - PVB 3S x HC -UG2 e&*,at PANEL AS8•T ALUM PLATE 1 1/2'x R•x t/8. 46063 -TS ALUM) 3g ■ HC -GD4 2/Panel Ponel Ass• Full Lenght Rod 3/8'Dlo. -EDD Rod. Plate, i Nut 37 x FS -M1 8 HINGE ATTACHMENT SCREW 610 X 3/4• P.H. 1 PUL 39 ■ FS -044 18 SIDMITE ATTACHMENT SCREW 010 K i• PH/PHIL. - (17• cc %%MJ 39 MC -006 BG14 6/Janb 1/8• Me. Mae Plug - Myton 6-6 MICROPLASTICS - Rockwell M -79 40 NC -007 p"78G11 2/P1ne1 7/8• Ile. Hate - N 6 -6 MICROPLASTICS - Rocket M -79 41 ■ NC -010 1/BELT FLUSH MLY SRI Plug - Nylon 6 -6 SUNCOPLASTICS Inc. Rockwell 9-79 4e L -913 LIl-OK AS REVS V2 ROIMD FALSE ALUM MUNTIN 6063 -7S ALUMINUM 43 ■ ■ AS RECD. INT FALSE APPLIED MNITIN LOW K .Oe2• STOCK ALUMINUM 44 L -918 FD -683 S RETTIL FRAME HEAD SHEAR PLATE 61163 -75 ALIRiIWDI - 4• long 48 L -916 LI1 -117 AS RECa FRAME LOW SILL - DPTIONM, 6063 -TS ALUM" 46 FD-63S MC -DSO I TVD -POINT FLUSHEI6.T LOCK OPTICNAL C FOR ./- 760 Pal? UP) 47 P4 FD-6E6 FD -1 E/Parrol F[11671 WILT QUID£ ALUM. ANGLE 1 l/8'x 1 1 /8'x 1/8' Atun. 6063 -TS 48 FQ -6E7 i0 -627 -1 2/Pnnel 2 -Poln1 Lock Bolt Guide ANGLE 3•. 3'x l 1/e x 118• Alan 6063 -T5 ■ ■ AS I S* Joint Sealant- Vista Colored 'Purvle Ca• Super Seal FD-638 HC- 1 SET LOLL ACTIVE HANDLE 6 TRINKET ASHLAND KV52DIA -A M fD.637 NC- 1 SET MULTI -PONY LOCK ACTIVE ASHLAND KW3110- STACTS Be FD-640 HC- 1 SET LOCK PASSIVE HANDLE 6 TRINKET ASHLAND 1WMIA -P 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND 1WMIC-STPAS4 84 PO -641 1!C- 2 w panel Multi-POlnt Lock 8dt Quids NYLON 6 -6 Rockwll M scale 79 SS ■ FS- 4 /guide t Guide Attachment Fastener 16 x 1/e• P)(/PHIL. 86 1`11-642 !IC- 1 x Cock Lock Tap Mount Adapter NYLON ADAPTER ST FB -643 HC- 1 x Lock Lock Batten Mount Adapter IWLCR ADAPTER 143 I/2• Max Unit Vieth Sidetite Swing Pawl width PaMI VWih p Ir 33 13/16' max. > p C 35 3/16' max. 1 5. .8 B• -f - I i I I 1 � LIMITATIONS: n6e, M O*db 1). MAX. OP - IRS PSF W/ (4) Surface Botts & Glass Types A. B• C & 0. gKildtogC�e (SEE LOCATION DETAILS 0 SHEET 3 OF 8 Na 8• l� � 2). MAX. DP t78 PSF w/ 2 Lock Surface Bone Inactive A1w - -Point active)+ (2) of r0 3). MAX. DP - i76 PSF W/ Flat SM & must be used where doter Infiltration is SOrms 1 S' ANCHOR NOTES: S 6° �(4 y Item. �jjyyt • '..-'ei''. ". 1` .'); � t: "; • •, ' -°' Revlelon Not" RovleeA W eamply s YBfD:004 -11 /01 00 �A0 /�/j/�/j � ®�1 /]��(� 0501 NW Goth SL ul JJL ®1 6• j• V4 14 F I I`J V MEDLEY. FLORIDA 33100 7 1. SEE ELEVATION AT SHEET 1 OF 8 FOR O4' ANCHOR O.C. WWI. SPAC040 AWD LOCA7roN5. (st SldeUte) 3/4 1 % o ne 4m1x2, 3/4• a 4 2' t4 Ve• oe 0 � • 2. SEE SHEET 4 OF 6 FOR INSTALLATION fire Monet) (noc ;;net) FASTENERS "OXXO" EXTERIOR ELEVATION 3. SAME SPACING ® FLUME HEAD & SILL erovm Net.. Brat. Net Nam 1 r0 r7fR gypp``» V� 8. 0 QUALIFIES UNITS OITH AND 31THOUT SIDELITBB MAX. FRAME SIZE 145 112'w. R 95 3/4°h. OXXO 2). CRASS MEETS REGUiREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF 4. 10 Active THE FED: 2010 CODE. 3). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5. Inactive LOAD TO THE STRUCTURE & TO BE REVIEWED BY SURDWO OFFIL"AL 8 . MAX. DAYLITE OPENING WIDTB a 25" 4). ANCHORS SHALL HE AS UJSTED, AKD SPACED AS NOTED ABOVE AND ON -t 66 L S� y P SHE ELEVATION AT SHEET 1018 FOR MAY ANCHOR BPACINO BEYOND WALL DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN HCCHES 1 W W !O). NO HURRICANE SHUTTERS ARE REqI IRBD 6 t/2• �� O P � a Sidelite OOURLE- I/ Sid ite I i I I 1 � LIMITATIONS: n6e, M O*db 1). MAX. OP - IRS PSF W/ (4) Surface Botts & Glass Types A. B• C & 0. gKildtogC�e (SEE LOCATION DETAILS 0 SHEET 3 OF 8 Na 8• l� � 2). MAX. DP t78 PSF w/ 2 Lock Surface Bone Inactive A1w - -Point active)+ (2) of r0 3). MAX. DP - i76 PSF W/ Flat SM & must be used where doter Infiltration is SOrms 1 S' ANCHOR NOTES: S 6° �(4 y Item. �jjyyt • '..-'ei''. ". 1` .'); � t: "; • •, ' -°' Revlelon Not" RovleeA W eamply s YBfD:004 -11 /01 00 �A0 /�/j/�/j � ®�1 /]��(� 0501 NW Goth SL ul JJL ®1 6• j• V4 14 F I I`J V MEDLEY. FLORIDA 33100 7 1. SEE ELEVATION AT SHEET 1 OF 8 FOR O4' ANCHOR O.C. WWI. SPAC040 AWD LOCA7roN5. (st SldeUte) 3/4 1 % o ne 4m1x2, 3/4• a 4 2' t4 Ve• oe 4 � • 2. SEE SHEET 4 OF 6 FOR INSTALLATION fire Monet) (noc ;;net) FASTENERS "OXXO" EXTERIOR ELEVATION 3. SAME SPACING ® FLUME HEAD & SILL erovm Net.. Brat. Net Nam 1 QUALIFIES SINGLE & MULTIPLE PANSIS (SEE ELEVATIONS). NOTE& ( PRODUCT M DESIGNED AS PER 2010 FLORIDA SUILDD(G COQ. 8. 0 QUALIFIES UNITS OITH AND 31THOUT SIDELITBB MAX. FRAME SIZE 145 112'w. R 95 3/4°h. OXXO 2). CRASS MEETS REGUiREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF 4. PaCF &TNT FALSE CALONLtL bUtYiR4 APPLIED A /81WCONE. THE FED: 2010 CODE. 3). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5. QUALIWIES SINGLE OR DOUBLE BOTFQb RAILEI LOAD TO THE STRUCTURE & TO BE REVIEWED BY SURDWO OFFIL"AL 8 . MAX. DAYLITE OPENING WIDTB a 25" 4). ANCHORS SHALL HE AS UJSTED, AKD SPACED AS NOTED ABOVE AND ON . MAX. DAYIM OPENING HEIGHT - 83 1/8' DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL, SHALL BE 8j. SHE ELEVATION AT SHEET 1018 FOR MAY ANCHOR BPACINO BEYOND WALL DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN HCCHES S). SEE NOTES ®SHEET 4 OF 8 FOR INTAUJUTiON FASTENERS TYPE. !O). NO HURRICANE SHUTTERS ARE REqI IRBD 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: M O*db 1). MAX. OP - IRS PSF W/ (4) Surface Botts & Glass Types A. B• C & 0. gKildtogC�e (SEE LOCATION DETAILS 0 SHEET 3 OF 8 Na 8• l� � 2). MAX. DP t78 PSF w/ 2 Lock Surface Bone Inactive A1w - -Point active)+ (2) of r0 3). MAX. DP - i76 PSF W/ Flat SM & must be used where doter Infiltration is SOrms not required or opmdng la protected by overhang ratio greater then am. PRO AL ENGINEER I%= 4). MAX. OP - *86 PSF W/ Multi-Point Lock (1- ac#ve) +(1- possTm) at Inactive y Item. �jjyyt • '..-'ei''. ". 1` .'); � t: "; • •, ' -°' Revlelon Not" RovleeA W eamply s YBfD:004 -11 /01 00 �A0 /�/j/�/j � ®�1 /]��(� 0501 NW Goth SL ul JJL ®1 : ' to comply w/ FBC7 & added 14 F I I`J V MEDLEY. FLORIDA 33100 insufated aim 01/22 /t0 (305) 098 -SOSO M4NDFACrtim DP OMANFF AMIMINOM RNDOI9 AND OL4&4 Dom 1 % o Ashiland NoH -Point took 01/27/11 Revised to comply w/ SD10 FIC a- a- ra.a anew Dad 1arrla.11 sno./reuar Ibxv 8A•M NOA APPROVAL OWACX IRLIICH I or 6 R'"ad°" Nelson IASro o 1 "Le Porte" Impact" French Out - Swing Door �Y -•. °m® erovm Net.. Brat. Net Ol Rg IS Awn n." 1•!- xeatrn 1rw.og Ab"Mn FD -2003 x..aox NaM+'P' �* DATE R` .. • 7... 110 71B' NOS mgt Whit" 149 1/2' NOS UM Wt" pSfE ALT INLi $$ Penal � a i�erol th 35 3/16• raw 7 Na, CL 3 V100 I A , PAP 1 � TAPE •c' +/-( 0L� Tres ro + /-(PSF) R1mR • 881CRT • C /Yid g 77• KM D 17 +86.0 H 8� +760 !760 !760 !860 ® I � 68 ZD 8 r.. CE) r Ouve t p 'ELM a "OXO" ELEVATION SEE UTLWWE BOLT --�� AT SNEEf I 6 °OXXO" ELEVATION ANCHOR NO7ES: I. SEE ELEVATIOOW AT SHEET 1 OF 8 FOR 2. TENERS TY&6sFO.ttOd,ST�LA ONTO. �74 11W NOS mtlt WWtN Wt 1RAt" pp44S,wImd��811'FB AT CT T l3/16�raw A a 1 149 1/2' NOS UM Wt" pSfE ALT INLi $$ Penal � a i�erol th 35 3/16• raw 7 Na, CL 3 V100 I A , PAP 1 � TAPE •c' +/-( 0L� Tres ro + /-(PSF) R1mR • 881CRT • 101/4• 16 1/4• 22 1/4' 28 f/4• 30 V4• 34 114• 77• KM OPERABLE PANEL MW UEET APPIA•ABIE REGUbEUMM PER steno O CODE. +86.0 113/16' +760 !760 !760 !860 T 8 q 17b0 68 ZD 8 r.. CE) r Ouve 23 3/76' DL 3 W?dtP +76A 0.1 6 I 29 3/76• !760 +760 v 18&0 ` 3760 kilt' 376.0 G/ +860 35 3/16' 276.0 Q g' 76.0 10 114• ib 1/4• Be i/4• 28 1/4• 301/4' 34 I /4• 93' N�> p 1860 H +760 +760 1760 6 186.0 17 3/16• 1760 SEE UTLWWE BOLT --�� AT SNEEf I 6 °OXXO" ELEVATION ANCHOR NO7ES: I. SEE ELEVATIOOW AT SHEET 1 OF 8 FOR 2. TENERS TY&6sFO.ttOd,ST�LA ONTO. �74 11W NOS mtlt WWtN Wt 1RAt" pp44S,wImd��811'FB AT CT T l3/16�raw A a 1 "OX" ELEVATION APPROVED CONFIGURATIONS ELEYA6 SAR� REPRESENTA7IDN 2- FALSE COLOWL MUNTINS ARE APPLIED W/ SILICONE 3. AM ME pAAVVARAAgB�LpE�A,S OPT �7roM RAIL oNaW BOTiOL! 4. OUT -SW0I6 DOOR MOOT w6EST SCREEN. I�J PRopB! W IONA�,.; NHBH .,+ r,i3 �52i5 39 6/B• NOR Wt vmm "X" ELEVATION a ^ "0" ELEVATION 'Leporw INPUT FW CH OUT011M DOOR - Oman TOAD CURT AC'1 (uItRD77 ` (W / A Na, CL 3 V100 I A , PAP 1 � TAPE •c' +/-( 0L� Tres ro + /-(PSF) R1mR • 881CRT • 101/4• 16 1/4• 22 1/4' 28 f/4• 30 V4• 34 114• 77• KM OPERABLE PANEL MW UEET APPIA•ABIE REGUbEUMM PER steno O CODE. +86.0 113/16' +760 !760 !760 !860 17 3/16• 1760 17b0 176.0 r.. '� 23 3/76' Aa).11te f 1760 +76A 0.1 6 I 29 3/76• !760 +760 17&0 "OX" ELEVATION APPROVED CONFIGURATIONS ELEYA6 SAR� REPRESENTA7IDN 2- FALSE COLOWL MUNTINS ARE APPLIED W/ SILICONE 3. AM ME pAAVVARAAgB�LpE�A,S OPT �7roM RAIL oNaW BOTiOL! 4. OUT -SW0I6 DOOR MOOT w6EST SCREEN. I�J PRopB! W IONA�,.; NHBH .,+ r,i3 �52i5 39 6/B• NOR Wt vmm "X" ELEVATION a ^ "0" ELEVATION 'Leporw INPUT FW CH OUT011M DOOR - Oman TOAD CURT AC'1 (uItRD77 ` (W / A Bp TPPB •A' & •R• + / -(Ps?) PANB6 IC[DAL (� W= • DP � ripe •8• + / -(P6» PAP 1 � TAPE •c' +/-( 0L� Tres ro + /-(PSF) R1mR • 881CRT • 101/4• 16 1/4• 22 1/4' 28 f/4• 30 V4• 34 114• 77• KM OPERABLE PANEL MW UEET APPIA•ABIE REGUbEUMM PER steno O CODE. +86.0 113/16' +760 !760 !760 !860 17 3/16• 1760 17b0 176.0 1660 23 3/76' !76.0 1760 +76A 0.1 1860 29 3/76• !760 +760 17&0 18&0 31 3/76• 3760 376A 376.0 +860 35 3/16' 276.0 !760 76.0 10 114• ib 1/4• Be i/4• 28 1/4• 301/4' 34 I /4• 93' N�> 6 1860 11 3/16• +760 +760 1760 6 186.0 17 3/16• 1760 17&0 176.0 6 1860 23 3/16' 276.0 1760 YJ &0 6 296.0 29 3/16• 176.0 276.0 1760 6 106-0 313/16' 176.0 !76A !76.0 6 +860 3S 3/76• +J6A 176.0 17&0 w110dlePte7Hs ®7=-c,1'3,,- 0 28-11 /Zo1$ • 8 OPERABLE PANEL MW UEET APPIA•ABIE REGUbEUMM PER steno O CODE. bHami DE oa0o1 7 • D PARERnums RiO041L4 11 OF ANCHORS a FRW JAM Revlelon NOW= LA Wo"d to Grofa 7O "M y W/ BMW &tRRaw P F F..J 1.1 1 4 4IEDI". FLDORIDA 33166 ueuleted OIRSR 01/06/10 DtJ9 C. (30S) 696 -8680 Shcmd NOH -Pant LWk 01/07/11 MtKWACWWR OP �AtIfF ALOMINOY sMDOSS AND CUSS DOSS WVI"d to co * W/ 0810 FW 0— pew, Pe•1 prrP Pn# �P••le 6Mw/ialrtr Ram mwn NOA APPROVAL RIPACT FAN D00R 207 8 IIRIROn Rra3O aqeru 11 "La Porte" Impact" French Out -Swing Door "OtOA Ralson E-W Be0" nA.s. Artwen Rwae+n o� Areue... FD -2D03 ®"1r10ei Gri1 •p FDR SPACINW —B k CP.7J Won M= V4• MAX. SHIM TVP. I 1/B• MULLION �•° r' DLO Width 14 • '' Panel Width 11 I �' MIN EMBED o 0 i TP N Active INTERIOR on Inactive Active Qi721008 BIOS Inactive , A to to EXTERIOR am I'J04'AfmR BBfs LOCK MM WITH FLASH BOLT LOCK STIL63 WITH TKO -POINT LOCK & FL11SH BOLT W_ INTERIOR SIDE EXTERIOR SIDE S 2 13 12 22 ---r 2• SIR hoot Sim +. y. i §� tub BED �S/V16�•• THiA!P[PNMNN Vp /, CSEE NOTES SELOV FOR SPACINW B2 OPTIONAL - D011= BOTTOM RAIL DETAIL TWO -POINT MULTI - POINT MAX. OP - 376 PSF MAX OP • 106 PSF OPTIONAL LOCK DETALIQ MAR tTE__ ANCHOR NOTES• 3AG'• TAPPp!W�Kp W/ 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ' —RUB AggNCHOR O.Cqq MpAFX. SPACING AND LOCATIONS. . D 2. F� 11PE5.6 FOR INSTALLATION INTERIOR SIDE CSEE NOTES BELW!�6 SPACINW Aeuve Inaeuve 3 OtR40NAL BOLT a TOP RAIL LOCK STILE 3 4 �•' s ., ao 21 Is is MULLION JAMS Active 7 46 7 Inactive 6 6 17 6 38 (•) OPTIONAL SI LL 12 12 23 OPTIONAL BOLT ® BOTTOM RAIL 36 17 I SEE DETAIL E3 FOR MMWM LOCATION > yd to :a'' Y'• TWO -POINT LOCK LIMITATIONS: EMIRS 6 SIDELITES WITH THIS SILL TO BE 95 1/4• MAX. FRAME HEIGHT. 1). MAX. DP e, d:88 PSF W/ (4) : , Edge s once 18 17 12 9 10 MUST BE USED WHERE WATER INFILTRATIDN IS NOT REQUIRED OR THE 14 9 10 14 -` Look (0¢0,.)4(2) Surface Rafts 0 kmathe 11 0 V®�"/ 8901 NW 9Wh St . y A T� S ®1 @EXTERIOR SIDE @ `.r� Mr1/46H d Ole" 01/80/10 r•T =V c. (305) 696 -8660 Mult -Potnl Lott 01/67/11 NANOFAVU01I OF ONAAT1' AMMIRIN NAVOSS'S AND MASS DOORS 1 ' UNITOXV DTN tm► APPROVAL WPAOT FR[NaR DOOR 3 OT 8 M[N Eb7BED TWO -POINT MULTI - POINT MAX. OP - 376 PSF MAX OP • 106 PSF OPTIONAL LOCK DETALIQ MAR tTE__ ANCHOR NOTES• 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ' —RUB AggNCHOR O.Cqq MpAFX. SPACING AND LOCATIONS. . D 2. F� 11PE5.6 FOR INSTALLATION Aeuve Inaeuve OtR40NAL BOLT a TOP RAIL _ Active InaOuve 01tffiOR SIDS INTERIOR SIZE / /A 5 13 45 ® 0 � i2 D 16 I (•) OPTIONAL SI LL j M •''fiT j�• ya I, h•.t �3 Itch EMWD OPTIONAL BOLT ® BOTTOM RAIL �Snfi' TAPtpnN W/ TYP CSEE N 4%Eff& FDR spAcim I SEE DETAIL E3 FOR MMWM LOCATION > PLUSH BOLT & 1e1 PLAT RILL NOTBe 2 TWO -POINT LOCK LIMITATIONS: EMIRS 6 SIDELITES WITH THIS SILL TO BE 95 1/4• MAX. FRAME HEIGHT. 1). MAX. DP e, d:88 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO •/- 76.0 PSF DESIGN LOAD AND Bud= 60110 & GIOSS TYPOS A, S. & G MUST BE USED WHERE WATER INFILTRATIDN IS NOT REQUIRED OR THE 2). MAX. OP = *76 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEIL 10 OR RMF Look (0¢0,.)4(2) Surface Rafts 0 kmathe VFW THEE LOCA l Coll" TO THE HEIGHT OF THE WALL TE 0 V®�"/ 8901 NW 9Wh St . y A T� S ®1 to amply, W PBC✓3004 _11/01/0 to eompt9 w/ PBCAA07 B added comply 1LJ MEOLEY. FLORIDA 33168 d Ole" 01/80/10 r•T =V c. (305) 696 -8660 Mult -Potnl Lott 01/67/11 NANOFAVU01I OF ONAAT1' AMMIRIN NAVOSS'S AND MASS DOORS to comply v/ 2010 M Aw am« Fen U.- Pld = eNee'W 8a!ar/Yad'A hma 3A"a tm► APPROVAL WPAOT FR[NaR DOOR 3 OT 8 Nelson fieaXO o1 2T 1 "La Porte" Impact" French Out -Swing Door ' Nelson Breao 01 XIO 12 awro n.ta. pW"n"' R..b- a ewro F,e"een FD -2003 A'u'm" izwl 5n6' TAPCGN v/ E §EtMlilir sPactwG INTERIOR SIDE 546' TAPMU W/ 1Cr v ff 0V' AC= INTERIOR SIDE INTERIOR SIDE LOCK STILE 3 e :• LOCK STILE 3 •.'.. � � JAMB 19 Q 27 L STILE JAMB is « f; : •/ �. 19 JAMB 2t ;• t9 21 6 7 3t 6 S t t Act ve T Actve : �i p• Act1W O 17 le 0E 92 MAX SHIM O ® O / _ G2 W 1 �. EXTERIOR SID UNIT WIDTH MIN ED t1N1T wDTH 3 EXTERIOR SIDE tTrv9 Y" EXTERIOR SIDE 51 DN9eRtwt SIDe +' +' +� CNL 6/16• TRKM vi Up- t 1/e' MIN ENSEa E FHeL Est olsrw 5116' TAPCON V/ Mpt E LOCK STILE 3 4 58 5 ...I;c TT•.. ti .. ,jSEE IrOTES FUR SPACINM Lf'S F�'PACDID 19 20 21 MULLION INTERIOR $WE Active I e�+ �CRT + <S4 " «;'�y:.� ^�''I•+•"' 1��11�(P TJ ' YWO �tlt:X ..+rev o. :. .r .a.�.' 3t 7 4 12 PRODUCFRMGIWBD 6 - mosmptpk�vI01k0F1011da Brd1dL� MIN. EM!# TYP Vw0X «• �'/ Y ;':;;::: • ^...� . , > •. IS D 3Z AcUva SWeiite_� `fl-s •� 17 ' 114 MAX SHIN TYF. � �v LOCK Slu 12 EXTERIOR SIDE HE AD' rTP. HEAD J. e t .. It2 G3 3 ! O 1 �. 22 Al 13 14 INSLLATIOro FASTENERS NOTE: PA $ 5 1a $ 3$ Attochnent Scree ..® 'H BUCK' TA9HttuM REQUIRED FASTENER LENMH 6 16' X 3 1/2' Long TAP ) -16 5 C 6 Stress a eoch side of jmbs, - 9e tetel pe+' side9te > aloe >DDE SILL • s/ e- eX 2z' 2 INTERIOR SIDE 50 51 INTERIOR SIDE mok /4�� •) UW.UONS: 6/16° X 2 1/4 I" TAPCON(•) t -+•„ 01 TAPCQN BY ' ®1:0' OR TIRLDPY' _ 9 1 lAM [A.ASS 9 10 LOCK STILE 31I BUCK7%/ MM Rc iILCTCNCR NOfH q I EXTERIOR SIDE of 4 ) S8 S7 Actve ) �1.i.: 5/16' 2X 231/ LongT (aFC6N {') Irmcdve J� 6/16' % 2 1/4' Long TAPCQN(') q MIALIONS: S /16' X 2 1/4' Long TAPCON(•) °� INTERIOR SIDE to —7 01 TAPCON BY 'ELtm' OR 'ElldDElC' tr w.. 04 17 VOTER: ALL PAST9IN)DI8 W/ 1 1/9° MIN, EMBRDHENT. AND 1/4" MAX SHIN SPACR. EXTERIOR SIDE 18 E2 1 •ALL TAPCON LENGTHS "L" SPECIFIED ARE H-1019 5 2 5 ( ILOCATIONS 2 PROPWR MP I EtTERIOR SIDE ANCHOR MAX. SPACING AND ) 13 12 13 12 Rb' "+ O 23 L B 1 3 �° •�3 U E N$ T`s.tt a'. -,` , •� , /j 'o F�'•, It+', Revision Noteel ltevlsad to comply a FBC80Wl -1l 01 00 �� T 1 \9/ 8501 N9Y 90th 5t. { ;•32.5 ;. ��. � Revised to comply r/ FICE007 &added 99 MEDLEY. FLORIDA 33188 SILL �:•• ht ti'., +•r+1. • `, :. J{ t•: b y ' %* mleted Olen 01/29110 Ashland Hutt -ibl0t I.aek 01/87/11 C. (303) 696 -8880 J/ANOPACf08BR OP WAWfY ALUUMM ONIONS AND CLASS ODORS T. ^.'A:^^ �.' .. SILL ' } ya: p• ( i t °�-t ' i 1 ; lT Revlead to comply w/ 8010 In o,aro Qmn sma amn f,•a Lscmnt se.r ya mm mrm mr.s j''1• °:+7 : +•�+ +'•: •'i.^' .. ^ : +' { ' ➢• :1•;+ •�' - OF %mil; " Aw d o r �• 401 HOA AI'fRAYAL iXPAtT TRFMH OOCA 6 a a n 1 MIN EMBED T : • • • :`. T ...••;.- • -;.;. ,•.;. +.;, 1 MW EMBED �' o n?•:.',• NelsonEraso 01 711 La Porte Impact French Out —Swing Door 9116' TAPCMt V/ , TYp .�y� f: ?`" to �4y`e O,arrn Sri Naleon & so 0[ 90 t9 1 1/9' MIN EM�6 tSEE NNSTALLATION NOTES FOR SPACINGS DATE----- r •�j s� a.t.& s � "o FO -2003 A.�0f• ".e •p• .... ^ .\_ SCR " "Boon WUU ARM at x TWR 114 SCOUR on BID . P ANOM1- _ , seem TAD D 12 . 2le PROM / ( — WCAMBSnam race w ._. •... `` V. 3 Of16 SRL ` AeMia% •• •• ••.• ••• FRAME ASSEMBLY DETAIL SIDHLITE /JAMB ATTACHMENT DETAIL \ =1R0 A ALOE" SILL SEALANT DETAIL NM WAM Ta tt SEILEB SPW Aa TO Sal / �` a�Tnc me Wavc E ENTER TIM S16• cut¢ aTrACaeaa eWW L6a 4 za HINGE ATTACHMENT m tt D DETADS ACCe55 ens � �' m �py� t 0 0f � etrT xaD xayA: LFJa'la tall •a � �.AdB. _ _ . . sr" emm4 . fYN Igmt ATTtl01bn AND t "°""°m' PANEL ASSEMBLY DETAIL VAM i =S% NM Wilts am, METAL S0.8TR AM Bc4E�8 cRD METAL IMMnRE '� tscE mom rml aPAwo tug W= raR SWIMS) P-XaIN WE DIST. pL�paf6�p3� -13 SID, i' am E� DW. g<trr�yL. 36 If8! ENpD,UDpt 1 � EDP OTf AIM AI.tAL T 11 1 WTEO> 1 114' NAB. SHIN TYP. 1/4• NAM. SHIN TYP. t 1/4' 1E00E DisT ��• Kill EMBED. V/ SAW TAPCIMt V/ M 1 1 /B' NIN EMBED. T 1 yB• NW EM IL . t3EE NOTES FOR SPACING) PRO • t3EE70ND�TE3S KSI MW 2 x. (P I.) e 6 • �t a• • ':j;s A•• VGWEO BiICK • • •q . •i••� "E a CSEE H. IBITE 1131 1/4' MAX AX SHIN TV. 1/4• NAIL SHIM TYP. 111 r ASE E71' Nor, t4.LAttON DETAn.s NAr r .'h�,•:, �G. i6 D00R '� AH0/°° CTYPJ FRAME INSTALLATION OPTIONAL DETAILS INTERIOR ID1E O7 Glazing Adapter— `�-A�a'-�Olazing Depth LamL&CUMPT by luUe Typ 'C' (SEE TAB W.ATtta3 Round B 10 EXTERIOR RIDE GLAZING DETAIL 81 INTERIOR IO tB64lnB Adapter 8 /Is- laminated aim a a MAAEING 11 EV S DEBCRIPIMA 1/4- Insulated %B4emeamp I Mrzalloj B' .""QXaas Z_LL B�TE� �PACERgo•��ra�ml•- tlTg Bead Pt17a ill 7 I• EXTERIOR GLAZING DETAIL 82 OWING TYPE & DESCRIPTION¢ 408" 0 laminated Class by nt. - Clara mill BMCHMTBIN DETAIL i 3/16• A-Aftwo 8 SW DuPont SGP Interlayer 3 3nW Amvogd . " 0 inated Class b - Clam Tvan "W ITB11 D1tHCaIPTi6R DETUL 1 !/e' Anriealad a .090' DuPont Iva 1~14 3 Wr Am .W DS.0 .340 0 A Lalnfaated Ohm by Sotutle Man - Trmt =01077IW4 DBrtlb 1 t/8• woe -8 canes e ow Sane. Pvo 3 1/B• Hot- Stre.lgOWWd tdass ON6• GLAZING TYPE & DESCRDDTIONy 0 Laminated Class by So We - Olaee Type D waI D>sscB>Prlmv DBrAtL L 1 1/a' Nast- SWngthenvd pees ® L4• 8 496• Sono PPa worbW 3 US' Hot -Ste ViN.nW Wass 4 1/4• IMSULATED Ain SPACE D IM TEMPERED GLASS L340 0 A laminateil Glass bv So uUa - OLTea T PrfM Dl$CBIPnDtI D8I61L 1 t/S• w�GLASS Woss e ow mo3 LW Needoae 4 1/4• WS 1/6' TE W mo � °^6'.9I:4Tdd43t assn vw U��pgPtaFida m Im . r — la N° 3 20/8.11 11 HINGE ASSEMBLY DETAIL NFD -62% -E e Notes: /�Q �//%�/� y�� /{ /]� \/j to to mnply W" Fmm amply W/ l' 7 &11addsd� LA V 9 S i0 1 9 1�DLEY. FLORipA yy188 a Glass 01/88 /10 (305) 698 -BM Nun -point Look 01/87/11 MANURCrUM OP QDAUTIF A&VOM N ITTNDDA•9 AND edAW DD0R8 to comply r/ 8019 PBC 3;; tT"4n Pmt a— Plod Gel " y..: /y_ 1%I— Is- MM APP80YAL IRPACT B 6 M 6 P Nelson Eteso Ol 87 1 "La Porte" Impact" French Out -Swing Door Net.. 1.. W0172071! s a41 n.t.s. Ps" Nam,4n P �i°"' iD -T003 6"4itvR I' " 0 inated Class b - Clam Tvan "W ITB11 D1tHCaIPTi6R DETUL 1 !/e' Anriealad a .090' DuPont Iva 1~14 3 Wr Am .W DS.0 .340 0 A Lalnfaated Ohm by Sotutle Man - Trmt =01077IW4 DBrtlb 1 t/8• woe -8 canes e ow Sane. Pvo 3 1/B• Hot- Stre.lgOWWd tdass ON6• GLAZING TYPE & DESCRDDTIONy 0 Laminated Class by So We - Olaee Type D waI D>sscB>Prlmv DBrAtL L 1 1/a' Nast- SWngthenvd pees ® L4• 8 496• Sono PPa worbW 3 US' Hot -Ste ViN.nW Wass 4 1/4• IMSULATED Ain SPACE D IM TEMPERED GLASS L340 0 A laminateil Glass bv So uUa - OLTea T PrfM Dl$CBIPnDtI D8I61L 1 t/S• w�GLASS Woss e ow mo3 LW Needoae 4 1/4• WS 1/6' TE W mo � °^6'.9I:4Tdd43t assn vw U��pgPtaFida m Im . r — la N° 3 20/8.11 11 HINGE ASSEMBLY DETAIL NFD -62% -E e Notes: /�Q �//%�/� y�� /{ /]� \/j to to mnply W" Fmm amply W/ l' 7 &11addsd� LA V 9 S i0 1 9 1�DLEY. FLORipA yy188 a Glass 01/88 /10 (305) 698 -BM Nun -point Look 01/87/11 MANURCrUM OP QDAUTIF A&VOM N ITTNDDA•9 AND edAW DD0R8 to comply r/ 8019 PBC 3;; tT"4n Pmt a— Plod Gel " y..: /y_ 1%I— Is- MM APP80YAL IRPACT B 6 M 6 P Nelson Eteso Ol 87 1 "La Porte" Impact" French Out -Swing Door Net.. 1.. W0172071! s a41 n.t.s. Ps" Nam,4n P �i°"' iD -T003 6"4itvR I' .340 0 A Lalnfaated Ohm by Sotutle Man - Trmt =01077IW4 DBrtlb 1 t/8• woe -8 canes e ow Sane. Pvo 3 1/B• Hot- Stre.lgOWWd tdass ON6• GLAZING TYPE & DESCRDDTIONy 0 Laminated Class by So We - Olaee Type D waI D>sscB>Prlmv DBrAtL L 1 1/a' Nast- SWngthenvd pees ® L4• 8 496• Sono PPa worbW 3 US' Hot -Ste ViN.nW Wass 4 1/4• IMSULATED Ain SPACE D IM TEMPERED GLASS L340 0 A laminateil Glass bv So uUa - OLTea T PrfM Dl$CBIPnDtI D8I61L 1 t/S• w�GLASS Woss e ow mo3 LW Needoae 4 1/4• WS 1/6' TE W mo � °^6'.9I:4Tdd43t assn vw U��pgPtaFida m Im . r — la N° 3 20/8.11 11 HINGE ASSEMBLY DETAIL NFD -62% -E e Notes: /�Q �//%�/� y�� /{ /]� \/j to to mnply W" Fmm amply W/ l' 7 &11addsd� LA V 9 S i0 1 9 1�DLEY. FLORipA yy188 a Glass 01/88 /10 (305) 698 -BM Nun -point Look 01/87/11 MANURCrUM OP QDAUTIF A&VOM N ITTNDDA•9 AND edAW DD0R8 to comply r/ 8019 PBC 3;; tT"4n Pmt a— Plod Gel " y..: /y_ 1%I— Is- MM APP80YAL IRPACT B 6 M 6 P Nelson Eteso Ol 87 1 "La Porte" Impact" French Out -Swing Door Net.. 1.. W0172071! s a41 n.t.s. Ps" Nam,4n P �i°"' iD -T003 6"4itvR I' GLAZING TYPE & DESCRDDTIONy 0 Laminated Class by So We - Olaee Type D waI D>sscB>Prlmv DBrAtL L 1 1/a' Nast- SWngthenvd pees ® L4• 8 496• Sono PPa worbW 3 US' Hot -Ste ViN.nW Wass 4 1/4• IMSULATED Ain SPACE D IM TEMPERED GLASS L340 0 A laminateil Glass bv So uUa - OLTea T PrfM Dl$CBIPnDtI D8I61L 1 t/S• w�GLASS Woss e ow mo3 LW Needoae 4 1/4• WS 1/6' TE W mo � °^6'.9I:4Tdd43t assn vw U��pgPtaFida m Im . r — la N° 3 20/8.11 11 HINGE ASSEMBLY DETAIL NFD -62% -E e Notes: /�Q �//%�/� y�� /{ /]� \/j to to mnply W" Fmm amply W/ l' 7 &11addsd� LA V 9 S i0 1 9 1�DLEY. FLORipA yy188 a Glass 01/88 /10 (305) 698 -BM Nun -point Look 01/87/11 MANURCrUM OP QDAUTIF A&VOM N ITTNDDA•9 AND edAW DD0R8 to comply r/ 8019 PBC 3;; tT"4n Pmt a— Plod Gel " y..: /y_ 1%I— Is- MM APP80YAL IRPACT B 6 M 6 P Nelson Eteso Ol 87 1 "La Porte" Impact" French Out -Swing Door Net.. 1.. W0172071! s a41 n.t.s. Ps" Nam,4n P �i°"' iD -T003 6"4itvR I' W mo � °^6'.9I:4Tdd43t assn vw U��pgPtaFida m Im . r — la N° 3 20/8.11 11 HINGE ASSEMBLY DETAIL NFD -62% -E e Notes: /�Q �//%�/� y�� /{ /]� \/j to to mnply W" Fmm amply W/ l' 7 &11addsd� LA V 9 S i0 1 9 1�DLEY. FLORipA yy188 a Glass 01/88 /10 (305) 698 -BM Nun -point Look 01/87/11 MANURCrUM OP QDAUTIF A&VOM N ITTNDDA•9 AND edAW DD0R8 to comply r/ 8019 PBC 3;; tT"4n Pmt a— Plod Gel " y..: /y_ 1%I— Is- MM APP80YAL IRPACT B 6 M 6 P Nelson Eteso Ol 87 1 "La Porte" Impact" French Out -Swing Door Net.. 1.. W0172071! s a41 n.t.s. Ps" Nam,4n P �i°"' iD -T003 6"4itvR I' �� STEE LBOI.T STEEL DOLT ,�® 9r 1_ T-0;116 K4415 0 .986 �i .09b L sgc v�8 GUtOE 1 U ��I���JJI Q 12591 L -t .908 4750 � .074 1 4750 A87 gg gg TWO-POINT LOCK GLAZING ADAPTER O QUARTER ROUND .127 PANEL HINGE STILE FRAME HEAD e 6 B 49 OE 1612 Q ® .II9 .730 7� •726 4467 --) T S p tl 1� I r .124 ' 2A31 ---- it MAP to kQUARTER ^-8") EAD 47SD .075 .100 AW '064 2A0D -r k }Jf— I.S00 OL-912 -I[-A70 !•- 4.500 ® yp $ INACTIVE-PANEL SDS _� PANEL LOCK STILE O O FRAME SILL @L -802 ANGLE GUIDE Ar b56 9L- N1R,� LOCIII APPOi1W p1pmp,tt pppp�� LOCKIVASSIVE 1 1/2" LONG 9PD-8W -1 908 iii —r QUARTER ROUND O (1/9' BEAD 05 1.750 .125 tM2 --.� r.. 066 A63 —I 1.230 ®L -811 A72 -� LCIWINDE ® 2 .045 t- LGn —i 0.199 T 21 -00 • ••� HALF ROUND 4.1109 4= *am. B b O 42 FALSE MUNTLN �L-�2 O RAH. ADAPTER A72 A82 :100 " JAMB ADAPTER -004 5O 51 S2 3 81DEB PANEL. • OALUMINUM PLATE bPWYO Y BcF k NGi G sIROn TOan PHYSICAL ASFMNO. 1812 I r LONG 9HC -002 DxwWu9mdmm A'.10= Tvaelwmdly 75 92240 L4! 9M 960 PANEL TOP & O � 4986 --- HRrooLE U 40A DI m PSI 7fi10 D438 BOTTOM RAH. FRAME JAMB RL-B08 3 #L_903 44 FRAME HEAD SHEAR PLATE -816 aIA D-746 8L ® '2 T:YiARe Cat aw61+b. 7287 - f dpi PHYSICAL AMIND. °.IOem 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES I � 1eO 0 9 D==terRmdroa•A Spe bcwdtl• 7S Dam 1.45 D•79E 2• SEE ELEVATION AT SHEST 1 OF 8 I= a0D - - - - - -\ �r Teraosue Da,P81 1640 D-M ANCHOR O.C. MAIL. SPACING AND LOCATIONS T .s°D � M` 11 D1 ,PS1 76�A Sae 30.0 aT46 PRoaucrnaNIMED m comptyt a whb do Ro" 46 FRAM LAW BILL � 3 - t 1 r*I NOTE &Nli /8 REFER TO DETAIL 'Ilr AT SHEET 0 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. "F '• :. 8501 NW 20th SL RaWad to eomply wl HiM004 -11 /01 08 8 to eompq a/ PBC600T 4 added AIEDLET. FLORIDA 33786 /q. 1EflnBOLT �/ lasataled Otass 01/a/10 91 xr4a.) (305) 696 -8660 sfAOaESS STEEL MO . to SAG. OD. SSS ui- fa0 Asn as Wr D6 $5: w- e64 Osn F f ".; � fthtww Han -Point Revtad to eomPly LWk 01/27 /11 r/ 8010 FOC MANUPAMPO 0/ QWU17 AMMMM 1/99019 AND CUSS DOORS Optional Multi —Point Locke �„ �r eb,,, Nm1 AvsW. md nav„ y d e �,,, �,q, OroAOr 0002 awe OPTIONAL ®TWO -POINT LACK ( +/- 66.0 Par DP) INACTIVE - PANEL IB O ' „_' � Nelson ft. o1 2T 1t "La Porte" Impact" French Out —Swing Door ActWP Lack eaSlve Lock °nemw�" LOCK 9HC -OSO ASHLAND 0115110- STACT9 ASHLAND OV5H0- STPAS4 FLUSH BOLT 9HC -003 .!, t,;j `` Nelson Bcaw 0, l2 ARKE—K ASHLAND BURMA TRINSET �° a.te. �" �� �e FO -2003 �e •p' ( +/- 76.0 per DP) �TT td�111'y D TE . T U -4 -201 J i i Wind Pressure Calculations for: Single Family One story Home 695 N.E. 93 Street CiTy Miami Shores, Florida ZY Sk.4 .ii Based on Florida Building Code 2010 edition High Velocity Hurricane Zone American Society of Civil Engineers (ASCE 7 -10) Structural Calculations sheets 1 through 6 Design Pressures 3'x7' single door +38.12 psf -41.51 psf 6'x 7' French door +36.32psf -39.71 psf Leo Llanos, P.E. Consulting Structural Engineer Florida Registration No. 33175 40 Calabria Avenue Unit #12 Coral Gables, Florida 33134 e: engineermiami @aol.com t: (305)297 -5482 v MecaWind Pro ..3. ASCE 7 -1 Developed by MECA Enterprises, Inc. Copyright www.mecaentft-arises.com Date 12/9/2013 Project No. JobNo Company Name Leo Llanos, P.E. Designed By LLL Address Description Door wind pressures City Miami Shores Customer Name : State Florida Proj Location : Miami File Location: C: \Users \LLLA \AppData \Roaming \MecaWind \Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.4 : 12 Slope of Roof(Theta) = 11.31 Deg Ht: Mean Roof Ht = 13.50 ft Type of Roof = GABLED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 12.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) "0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1 /(1 +0.63 *((B +Ht) /Lzm) "0.63)) 0.5 = 0.93 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient +/ -0.18 Topographic Adjustment 0.33 *z = 1.00 Kzt (0.33 *z): Topographic factor at elevation 0.33 *z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)]"0.5 = 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See fig 27.6 °2 for Parapet vWnd WA Pressures See TiaW 27:6- t Elevation Roof Preisures See Table 27.6 -2 Mesa roof ht, Gabled Roof MWFRS Pressures for Wind Normal to 50 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6 -1 Load Case2 -- -- ps£ ---- - -- - -- L /B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.60 2 h: Height to top of Windward Wall 3 12.00 ft ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting away from wall = .54 * ph = -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71 psf pwh: Windward wall press @ top acting toward wall = ph -pl = 23.99 psf pw0: Windward wall press @ bot acting toward wall = p0 -pl = 23.99 psf ROOF PRESSURES PER TABLE 27.6 -2 Roof (h to 2h) -26.37 612 h: Mean Roof Height 15.82 13.500 ft Lambda: Exposure Adjustment Factor Roof ( >2h) = 1.000 153 Slope: Roof Slope 0.79 = 11.31 Deg Table 27.6 -2 indicates a slope less than 9.46 Deg is flat, but provides no values for Zone 1 and 2 between 9.46 Deg and 14 Deg, so any slope < 14 deg is treated as flat. Zone Load Casel Load Case2 -- -- ps£ ---- - -- - -- psf ---- - - - --- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone /load case is not applicable. Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fa FY Fz Ma My Mz ------------------------------------------------------------------------------------- psf ft ^2 Kip Kip Kip K -ft K -ft K -ft Roof (0 to h /2) -36.05 344 .00 -2.43 12.17 110.6 .0 _0 Roof (h /2 to h) -32.18 344 .00 -2.17 10.86 22.5 .0 .0 Roof (h to 2h) -26.37 76 .00 -0.40 1.98 -4.4 .0 .0 Roof (h to 2h) -26.37 612 .00 3.16 15.82 -51.3 .0 .0 Roof ( >2h) -26.37 153 .00 0.79 3.96 -43.7 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 13.8 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 12.6 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 11.4 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 10.2 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 9.0 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 7.8 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 6.6 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 5.4 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 4.2 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 3.0 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 1.8 .0 .0 Windward Wall 23.99 50 .00 1.20 .00 0.6 .0 .0 Leeward Wall -14.71 600 .00 8.82 .00 52.9 0 .0 Side Wall -20.90 360 -7.52 .00 .00 .0 45.1 .0 Side Wall -20.90 360 7.52 .00 .00 .0 -45.1 .0 Side Wall -20.90 45 -0.94 .00 .00 .0 12.2 .0 Side Wall ------------------------------------------------------------------------------------- -20.90 45 0.94 .00 .00 .0 -12.2 .0 Total .00 3540 .00 22.18 44.78 173.1 .0 .0 Normal to Ridge - Base Reactions - Walls Only +CCpi r Description --------------- ----- Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward wall Windward Wall Leeward Wall Side Wall Side Wall Side Wall Side Wall Total Press Area Fx psf ---------------- ft ^2 Kip - - - - -- 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23.99 50 .00 23,99 50 .00 23.99 50 .00 -14.71 600 .00 -20.90 360 -7.52 -20.90 360 7.52 -20.90 45 -0.94 -20.90 ---------------------- 45 0.94 .00 2010 .00 FY Fz Mx Kip ----------------- Kip K -ft - - - - -- 1.20 .00 13.8 1.20 .00 12.6 1.20 .00 11.4 1.20 .00 10.2 1.20 .00 9.0 1.20 .00 7.8 1.20 .00 6.6 1.20 .00 5.4 1.20 .00 4.2 1.20 .00 3.0 1.20 .00 1.8 1.20 .00 0.6 8.82 .00 52.9 .00 .00 .0 .00 .00 .0 .00 .00 .0 .00 --------------- .00 ------ .0 -- 23.22 .00 139.3 Normal to Ridge - Base Reactions - Walls+Roof -CCpi Description --------------- -- Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward Wall Windward wall Leeward wall Side Wall Side Wall Side Wall Side Wall Total Press Area Fx FY Fz Mx psf ---------------------------------------------- ft ^2 Kip Kip Kip K -ft 23.99 50 .00 1.20 .00 13.8 23.99 50 .00 1.20 .00 12.6 23.99 50 .00 1.20 .00 11.4 23.99 50 .00 1.20 .00 10.2 23.99 50 .00 1.20 .00 9.0 23.99 50 .00 1.20 .00 7.8 23.99 50 .00 1.20 .00 6.6 23.99 50 .00 1.20 .00 5.4 23.99 50 .00 1.20 .00 4.2 23.99 50 .00 1.20 .00 3.0 23.99 50 .00 1.20 .00 1.8 23.99 50 .00 1.20 .00 0.6 -14.71 600 .00 8.82 .00 52.9 -20.90 360 -7.52 .00 .00 .0 -20.90 360 7.52 .00 .00 .0 - 20.90 45 -0.94 .00 .00 .0 -20.90 ---------------------------------------------- 45 0.94 .00 .00 .0 .00 2010 .00 23.22 .00 139.3 Normal to Ridge - Base Reactions - Walls Only -C,Cpi Description Press Area Fx ---------------------------------------------- psf ft ^2 Kip Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Windward Wall 23.99 50 .00 Leeward Wall -14.71 600 .00 Side Wall -20.90 360 -7.52 Side Wall -20.90 360 7.52 Side Wall -20.90 45 -0.94 Side Wall -20.90 45 0.94 ---------------------------------------------- Total .00 2010 .00 FY Fz Mx Kip Kip K -ft --------------- 1.20 - .00 - ---- 13 1.20 .00 12 1.20 .00 11 1.20 .00 10 1.20 .00 9 1.20 .00 7 1.20 .00 6 1.20 .00 5 1.20 .00 4 1.20 .00 3 1.20 .00 1 1.20 .00 0 8.82 .00 52 .00 .00 .00 .00 .00 .00 .00 --------------- .00 23.22 - .00 - - - -- 139 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx FY Fz Mx MY Mz K -ft K -ft .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 45.1 .0 -45.1 .0 12.2 .0 -12.2 .0 .0 ..0 MY Mz K -ft K -ft .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 45.1 .0 -45.1 .0 12.2 .0 -12.2 .0 .0 .0 My Mz K -ft K -ft .8 .0 .0 .6 .0 .0 .4 .0 .0 .2 .0 .0 .0 .0 .0 .8 .0 .0 .6 .0 .0 .4 .0 .0 .2 .0 .0 .0 .0 .0 .8 .0 .0 .6 .0 .0 .9 .0 .0 .0 45.1 .0 .0 -45.1 .0 .0 12.2 .0 .0 ------------------ -12.2 .0 .3 .0 .0 MY Mz ------------------------------------------------------------------------------------- psf ft ^2 Rip Kip Kip K -ft K -£t K -ft ------------------------------------------------------------------------------------- Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 30 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6 -1 L /B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.67 h: Height to top of Windward Wall = 15.00 ft ph: Net Pressure at top of wall (windward + leeward) = 35.35 psf p0: Net Pressure at bottom of wall (windward + leeward) = 35.35 psf ps: Side wall pressure acting away from wall = .61 * ph = -21.45 psf pl: Leeward wall pressure acting away from wall = .31 * ph = -10.84 psf pwh: Windward wall press @ top acting toward wall = ph -pl = 24.51 psf pw0: Windward wall press @ bot acting toward wall = p0 -pl = 24.51 psf ROOF PRESSURES PER TABLE 27.6 -2 h: Mean Roof Height = 13.500 ft Lambda: Exposure Adjustment Factor - 1.000 Slope: Roof Slope = 11.31 Deg Table 27.6 -2 indicates a slope less than 9.46 Deg is flat, but provides no values for Zone 1 and 2 between 9.46 Deg and 14 Deg, so any slope < 14 deg is treated as flat. Zone Load Casel Load Case2 -- -- psf ---- - - - - -- psf ---- - - ---- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 101 indicates that the zone /load case is not applicable. Along Ridge - Base Reactions - Walls +Roof +GCpi Description Press Area Fx Fy Fz Ma My Mz psf ft ^2 Kip Kip Kip K -ft K -ft K -ft ------------------------------------------------------------------------------------- Roof (0 to h /2) -36.05 103 .00 -0.73 3.65 17.5 -78.9 -15.8 Roof (0 to h /2) -36.05 103 .00 0.73 3.65 -17.5 -78.9 15.8 Roof (h /2 to h) -32.18 103 .00 -0.65 3.26 15.6 -48.5 -9.7 Roof (h /2 to h) -32.18 103 .00 0.65 3.26 -15.6 -48.5 9.7 Roof (h to 2h) -26.37 207 .00 -1.07 5.34 25.6 -25.4 -5.1 Roof (h to 2h) -26.37 207 .00 1.07 5.34 -25.6 -25.4 5.1 Roof (>2h) -26.37 352 .00 -1.82 9.10 43.7 122.8 24.6 Roof (>2h) -26.37 352 .00 1.82 9.10 -43.7 122.8 -24.6 Windward Wall 24.51 30 0.74 .00 .00 .0 -8.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.7 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -6.2 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -5.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -3.3 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -2.6 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.1 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -0.4 .0 Leeward Wall -10.84 360 3.90 .00 .00 .0 -23.4 .0 Side Wall -21.45 600 .00 12.87 .00 77.2 .0 .0 Side Wall -21.45 600 .00 -12.87 .00 -77.2 .0 .0 Windward Wall 24.51 45 1.10 .00 .00 .0 -14.3 .0 Leeward Wall ------------------------------------------------------------------------------------- -10.84 45 0.49 .00 .00 .0 -6.3 .0 Total .00 3540 14.32 .00 42.69 .0 -156.9 .0 Along Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fa Fy Fz Ma My Mz 4 psf ft ^2 Kip Kip Kip K -ft K -ft K -£t ------------------------------------------------------------------------------------- Windward Wall 24.51 30 0.74 .00 .00 .0 -8.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.7 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -6.2 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -5.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -3.3 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -2.6 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.1 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -0.4 .0 Leeward Wall -10.84 360 3.90 .00 .00 .0 -23.4 .0 Side Wall -21.45 600 .00 12.87 .00 77.2 .0 .0 Side Wall -21.45 600 .00 -12.87 .00 -77.2 .0 .0 Windward Wall 24.51 45 1.10 .00 .00 .0 -14.3 .0 Leeward Wall -10.84 45 0.49 .00 .00 .0 -6.3 .0 ------------------------------------------------------------------------------------- Total .00 2010 14.32 .00 .00 .0 -97.0 .0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fx FY Fz Mx My Mz psf ft ^2 Kip Kip Kip K -£t K -ft K -ft ------------------------------------------------------------------------------------- Windward Wall 24.51 30 0.74 .00 .00 .0 -8.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.7 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -6.2 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -5.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -3.3 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -2.6 .0 Windward Wall 24.51 30 •0.74 .00 .00 .0 -1.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.1 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -0.4 .0 Leeward Wall -10.84 360 3.90 .00 .00 .0 -23.4 .0 Side Wall -21.45 600 .00 12.87 .00 77.2 .0 .0 Side Wall -21.45 600 .00 -12.87 .00 -77.2 .0 .0 Windward Wall 24.51 45 1.10 .00 .00 .0 -14.3 .0 Leeward Wall ------------------------------------------------------------------------------------- -10.84 45 0.49 .00 .00 .0 -6.3 .0 Total .00 2010 14.32 .00 .00 .0 -97.0 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx FY Fz Mx My Mz psf ft ^2 Kip Kip Kip K -ft K -ft K -ft ------------------------------------------------------------------------------------- Windward Wall 24.51 30 0.74 .00 .00 .0 -8.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.7 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -7.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -6.2 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -5.5 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -4.0 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -3.3 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -2.6 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.8 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -1.1 .0 Windward Wall 24.51 30 0.74 .00 .00 .0 -0.4 .0 Leeward Wall -10.84 360 3.90 .00 .00 .0 -23.4 .0 Side Wall -21.45 600 .00 12.87 .00 77.2 .0 .0 Side Wall -21.45 600 .00 -12.87 .00 -77.2 .0 .0 Windward Wall 24.51 45 1.10 .00 .00 .0 -14.3 .0 Leeward Wall ------------------------------------------------------------------------------------- -10.84 45 0.49 .00 .00 .0 -6.3 .0 Total .00 2010 14.32 .00 .00 .0 -97.0 .0 Along Ridge - Base Reactions - Walls +Roo£ MIN Description Press Area* Fx Fy Fz Mx My Mz ------------------------------------------------------------------ psf ft ^2 Kip Kip Kip K -ft -- ---------- K -ft K -ft - -- - --- Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx FY Fz Mx My Mz Kip Kip Kip K -ft K -ft K -ft -------------------------------------------------------------------------------------- Normal to Ridge Walls +Roof +GCpi .0 22.2 44.8 173.1 .0 .0 Normal to Ridge Walls Only +GCpi .0 23.2 .0 139.3 .0 .0 Normal to Ridge Walls +Roof -GCpi .0 23.2 .0 139.3 .0 .0 Normal to Ridge Walls Only -GCpi .0 23.2 .0 139.3 .0 .0 Normal to Ridge Walls +Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls +Roof +GCpi 14.3 .0 42.7 .0 -156.9 .0 Along Ridge Walls Only +GCpi 14.3 .0 .0 .0 -97.0 .0 Along Ridge Walls +Roof -GCpi 14.3 .0 .0 .0 -97.0 .0 Along Ridge Walls Only -GCpi 14.3 .0 .0 .0 -97.0 .0 Along Ridge Walls +Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4 -1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area.is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 1529.71 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7 -10 Ch 27 Pt 2) Wind Pressure on Components and Cladding (Ch 30 Part 1) a r Roo �E r s r a r shm r r s may" a army .,A,.,I-;-r `4 Gable Roef 7 a 0 -;5 All pressures shown are based upon ASO Design, with a Load Factor of .6 Width of Pressure Coefficient Zone „a„ _ = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp ps£ C-39.71 door 3.00 7.00 21.0 4 0.94 -1.04 38. french door 6.00 7.00 42.0 4 0.89 -0.99 36. Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.8 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 33.94 psf CERTIF To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NANH approved certification label must be applied to the product to claim certification status. Please review and advise NANH if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT 'DESCRIPTION JELD -WEN Series "Contour remium Steel Door" 3737 Lakeport Boulevard Double In- Swing/put -Swing Steel Wood- , ,. Klamath Falls, OR 97601 Edge Entry Doors w /ODL Impact Glass or m ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration: XX Glazing: IG -1/8" Tempered Glass/ La- urinate -1/8" Annealed Glass/0.090" Solutia Interlayer /1/8" Q C � Annealed Glass Frame: W- 1880mm(747) 0= 108mm(83 ") BY: Panel: W- 940mm(37 ") H- 2007mm(79 ") DLO: W- 559mm(22 ") H- 1626mm(64 ") SPECIFICATION PRODUCT CRATING TAS .201/202/203 -94 Design Pres' Large Miss ure: +60/ -60 psf a Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL- 210 - 3195- 1 /SJW2011- 070/W- 1556/W -1565 Expiration Date: September 30.2017 Administrator's Signature:,.,✓ NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution In Every Drop Dania Beach, FL 33004 16 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evalu. 1! i 1 1 i Of JELD -WEN, inc. Contours Premium Steel Wood Edge Full Lite Outswing Door for Florida Product Approval r Report No. 2440 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74" x 80.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes Norero, P.E. Florida. Professional Engineer # 73778 Date: 06/27/2013 Contents: Evaluation Report Pages 1— 5 Installation Details Page 6 Digitally signed by Hermes F. Norero, P.E Rea!6n: I am approving this document Date: 2013.09.0414:18:19 - 04'00' `,%%I I I I it f r F. �• O � r 7 ='o• = r . We'14W orero, P.E. Florida No. 73778 BUILDING DROPS FL #: FL14569 -R3 A Perfect Solution in Every Drop Date: 06/27/2013 Certificate of Authorization: 29578 Report No: 2440 � Manufacturer: JELD -WEN, Inc. Product Category: Exterior Door Assembly Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD -WEN Inc. based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. 4 This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with. the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection his product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions JW0509 -03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 6 /Q/A\\ BUILDING DROPS 16 A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #:FL14569 -R3 Date: 06/27/2013 Report No: 2440 Certification Agency: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E330 -02 • ASTM E331 -00 • ASTM E283 -91 • ASTM E1886 -05 • ASTM E1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCA- 210 - 3195 -1, Report Date: 01/08/2013 Report #: SJW2011 -070, Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization #CER 1773) 4. Solutia Saflex Interlayer Miami Dade BCC (FBC Organization #: CER 1592) NOA #:12- 1231.09 S. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 -08 Report#: 3113726SAT -001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPSY FL #: FL14569 -113 A Perfect Solution In Every Drop Date: 06/27/2013 Certificate of Authorization: 29578 Report No: 2440 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the 2010 Florida Building Code. JELD -WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E1996 -05 2) ASTM E84 -08 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E1996 -06 2) ASTM E84 -07 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test ftandards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the 2010 FBC including HVHZ provisions. Hermes Norero, P.E. Florida No. 73778 Page 4 of 6 BUILDING DROPS FL *: FL14369 -R3 A Perfect Solution in Every Drop Date: 06/27/2013 Certificate of Authorization: 29578 Report No: 2440 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non- structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucki g is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of ucient length to achieve minimum embedment of 1.25" into concrete or maso Refer to Installation Instructions (JWOS09 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS FL #: FL14369 -R3 A Perfect Solution in Every Drop Date: 06/27/2013 Certificate of Authorization: 29578 Report No: 2440 Installation Method JELD -WEN, inc. Wood Edge Impact Glazed Steel Outswing Door r I II I Q U a m \ a 00 ro J M Q U - - a 1 I - 37 1/2- 6" 12 1/2 " TYP. 6 "--I IF I I I I I I ; J U_ I _ 10 �l Q U I 1 1 1 1 i LO ---� 12 1/2" TYP. 6" 74" Hermes Norero, P.E. Florida No. 73778 Page 6 of 6 JE ® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-6 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL' INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLYWITH THE CURRENT FLORIDA BUILDING CODE (T-W) BASE ON THE BMW AND SEALED DATE; INCLUDING HVHZAND HAS BEEN EVALUATED INACCORDANCE MTH714E FOLLOWd11a TASE91 -94 ASTME33M A97ME1889.05 TAS20294 ASTMEM100 ASTME1996-05 TAB 293-94 ASTM E283.91 2 WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. DESIGNED PRESSURE A4 7WQ SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZOIO= (HV/Q 6. PRODUCT DOES NOT REQUIRE SHUTTERS DOOR LEAF CONSTRUCTION: Fete sfheels: 24 GA (0.021' min) th/cloress. Gxvanized steal A -525 commedx quality AID? par ASTM 620 with average minimum yleid strength Fy(— )- 30B27p9l. Core Des/an: Expanded polysy w with 1.0 to 1.25 ft density, byJafd-Wen Inc. Panel Construction: The active and Inactive panels are constructed from 24 GA (0. 021' min) galvanized Neel. T7w lace sheets at top acrd bosom are bent 90° over Me top and bottom rafts. The top ra11 measures 1.0' high x 1.666' wide. The steel botom na11 measures 121'W x 1. 666• wide. The Ades of the face sheets are me Conned h0 Ore latch and hhhge stiles whM measure 1.00'high x 1.686' wide. The Imedar ravW Is filed with expanded polystyrene. The /ace sheets are glued to the expanded polystyrens. The panels are art our for to two piece ODL Aluminum ALLEN hams. Undco are glazed with compered and IaMnateaCimpardl_' IG..On _ double doorapplieatons the bscfive door Is fitted with an axtruded slumimrm astragal o/ 6063- TSaffoy, manufactured byEndura Frame Construction: The frames are contracted affingedainred plae)ambs measudng 4- 9116'x 1 -114'. The head)ambs ara mortaed and buticrred to the aide)amta, and xtached with three (3) 1" 7116' crown x2' long staples on each ads The t hreshhoict is attached to the sda)ambs with three (3) 16GA 7116 ' crown x 2° tong staples on each aide. 70laihD: ODL 7nwWedVle- 1ff'1°ava761/7h1t. wess,-cot 1g of one (1) pane of o. 125'tempsrsdg1Ass,>r5'1lrspace, two (2) panes of 0.125' annexed with :090' PVB In(erleyerby Saluda AllIRes are sandwich glazed hdo the Panels. i 37 1/2' MAX. FRAME WIDTH 35 3/4' MAX. I PANEL WIDTH a x M w 74° MAX. OVERALL FRAME WIDTH 36 1/2° MAX. rPANEL WIDTH W /ASTRAGAL A 9 - 20 1/2' 20 1/2' o � MAX MAX D.L.O. D.L.O. c =_ W INACTIVE ACTIVE OPP. j 0 fm 3 a 3 C /-EN 0 C M v4 W O /m REF ASTRAGAL BOLT ITEM # 12 J SINGLE OUTSWIA/G U1VIT (%) DOUBLE OrlTSWIArG UAUr 6w SCAI.h'r 1 /2" =s-O" scaLE.• 112° =1' -O" TABLE I DESIGN PRESSURE RAT7NG . APPROVED FOR USE WHERE PROTECTION FOR WATER- MMTRATKIN -IS REQUIRED POSITIVE - - _ t60A PSF NEGATIVE -BOA PSF SHEET# 1 1. DESCRIPTION 2 1 VERTICAL CROSS SECTION & B81 OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 1 OPTIONAL -1X BUCK IN MASONRY/CONCRETE CROSS SECTIO NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. 3 - FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN MASQRIR AGANCRETE. SEE SHEET 4 FOR DETAILS. 0 m O c m O m O N O o mGon n O co co �w�vv O� mUOiO ►m CC ali E s x O U O O aaoo Mto O 0000 W o o O � y a i= V1 -cw Z W C7 n: I am approving this doment wALE-.AS NOTED * . 7 -* te2013.07.1122a5s2 -DIVW DN& B1: EAG Q�% C T � o' rum: FLo�imAPPAHM73M or+WM No- :� F •...._...•• elnssmcaaPS.e,c JW0509 -03 ,pN' ; 1� Cr FePE `�p` 3eeeD � ri NM 20M eP F sN>Er 1 ov 7 cm,r. AIRN. 1 1/2° MIN. EMB. 1/4° MAX. SEE SHIM THK. DETAIL A SHT. 7 SEE _ ° DETAIL G w"3 SHT. 6 CS1 Its 0 23 M 21 0 30 28 27 11 _ 1 5 1 1/2° MIN. EMB. 1° MIN. A CROSS SATTZON.2 2 FOOD IWRAAfE INSTALLATION IN I" MIN. 19 d m Q .. .. 1° MIN Z 20 1/4 MAX. SHIM THK. �lZl I 26 SEE DETAIL A SHIT. 7 QmIQ W j d SEE DETAIL G SHT. 6 24 � m 22 _ ° 21 M MOD 21 a°o 30 1° MIN. —1 ° MIN. 0 NOTES: E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 -FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 0 m M pm e-W 0 m c Om Op1N A o ®ccooto 0 c.Omm O Y ^^ S W d V O - m m m co x co Eaii E Y W Z to Q ODO W Imo to 1 1 34 v _ MOD 111111111111! 19 ,.. F�'���' Dom: 6118113 —AS NOTED `����� S r O 0 . 7 cart erS. SAFFELL g r'', MIN. 1* MIN. = ° : O e VERTICAL CROSS SECTION TYP. �i�'FSS,o.... G`Op USEDAMA oBB. C�IELVD STE338 JW0509 -03 sir 2 OF 7 0° 2 CONCRETE lArSTALLATION SCALE. 6" =fW -0" '!lppI� \\o FsnecrellroFnurxFlp /e , 11 .1— MIN. 1. MK 9 1• MIN. MIN. A 6 8 FOOD INSTALLATION SCAM B" af' -O•J /> 6 8 IFOOD INSTALLATION SICAL& B• = >' -0°J 11/4• M�. �• 1 1/4- /4. MAX. MCI. ��. 1 /4• MAX SHIM 1 SHIM II— 1• SEE DETAIL A 28 29 SEE DETAIL A SHEET 7 1- SHEET 7 15 SEE 9 MIN DETAIL 0 SHT. 6 3D 'a s'.ET 3 OF 7 30 21 21 rod 31 e��•"i .b,'•.tt �}r.y'S,t;,1•a'} l:? fi s7.': t• MN MW. al'a. l�•fsafi�;Y.L;t �•,�: frlLttr3. °':t"a� °`�• 6 D 6 S CONCR6T8 MSTALLATroN (seld'm O" -f--jr) NOTES: ASTACAL FASTENER SPACING DETAIL F. SHEET &(TOTAL OF 14 SCREWS). ._ .... LATCH AND DEADBOLT Snwm PLATES MOUNT TO ASTRWAL WITH ADJUSTABLE NUT PLATE BOTH PLATES RIVARE /B X 3• PHILLIPS FLAT HEAD WOOD SCREWS be BUCK TO SUBSTRATE FASTENING MAY UMAF OPTIONAL 3116• RW BUILDIX TAPCON. E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACINQ (ITEMS jS & #34). SEE SHIFT & ® FOR HORMONTAL ANCHOR IN IX BUCK OPTION IN MASONRY /CONCRETE SEE SHEET 4 Fl DETAILS. ©OPTIONALLY. ANCHOR CAN B� IN NARROW SECTION OF HEAD OR JAYS AS LONG AS MINIMUM ELLIXDMENT.O AIN 8 Aff B" =f' -trJ 9 (SCAM' O m a N9w-o 0 02 tp o O m O N A o m ro U) '� a O co m O-L wtap to EL LL E M Y 8Z 3 h U O O W as of ° (tno 1p O 1�f IX O Op 0 U WOZ y� 3 Fij N d N °ol _ IL a S : p soN Ec AS NOTED * 7 _ DWG. ar. EAG �O %. 1u .M ID. cm Bys. E •�O�<SS � �G\���• � ' ,;,,�� � ew ,P MM DROM � sre a DAfaA BPACH. FLMM PBPECENT.O+AUMND gWS DRAWING N04 JW0509 -03 s'.ET 3 OF 7 1/4' MAX. HIM THK. [—_-j ,' MIN. 1' MIN. 1. MIN. B 1' 1• MIN. - . MIN. 2 B fiagzm2m sq Sh�l'IDN TYP. ® 4 OPERATING UNIT f% BUCK OPTION IN 1fAS0ArRY/LVNCRSIE SEE DETAIL 0 SHT. 8 1 1/4- IN. EMB. J r1/4- MAX. HJ IM SEE HEETE7� , 1 1/4' MIN. EMB. 1 SEE DETAIL A 1/ * M r SHEET 7 9 �d 31 ra 0 m F+j owPco us o O m O M N 22 AoIA6 SEE 's =0 m m DETAIL G a y SHT.B Wyk 2=0 Ana x EdLL m .E2�LOB Y L MIN. 0 m ,• am o° MIN. � m 0 '• WOZ �1• pO WJ VI MIN. 3 �n v 1 1 1 4 - � if ¢ MIN. 3 20 34 1 21 3 FMB. ¢ 34 19 20 C ¢ C 8 7 � R R 1 1 2 3132 z 4 OPERATING UNlT f% BUCK V O a A ArVBT BTNGE SBDNN, LBPT SINGE OPPOSITE SBOIIN 1' M MIN. o ( (SCALE 6- - - -1 "- MIN. 5 a d - - �v . . ... - NOTES: S \z Q c �. \ SEE DUAL A � SHEEr & N MASONRY AND W000 sCREw ANCHOR �. -- 1' MIN. - b._ N .HEFT 7 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SEC77ON OF HEAD OR JAMB AS LONG . -[j> AS MINIMUM EMBEDMENT 6 ACF 100 _ 1' MIN. - - 1/4- z '4 S� HIM - 4 OPERATING UNIT f% BUCK d 1 1/2 MIN. EMB. OP.rMN IN AIASONRY/CONCAETE _ (SCK B° CONCRETE/ OPTIONAL MASONRY /CONCRETE INSTALL MASONRY CROSS SECTION OF HEAD OR JAMB OTHERS - - - -- �SF..... . . . �, . AL el l' SCALE AS NOTED wm BY- EAG SAFFE HERM F. NOFAM, P Ccm. BY :$. B FLOIBDAP.MNM73M DRMM NOa BLUMM DROM Rc. JW0509 -03 See a DAMA BFAa+BLVIL.STe M DANA BFA°6FL33W4 4 of 7 FBPB CgRr.OF ABm. NM 29M � 2 v J6" J6. = I I M n M M — — r�i 5 TYR �I 6" IF'- -- 371/2- 11 v_ io ANCHORING LOCATIONS _ OUTSWING SINGLE UNIT ( %) SCALE: 112" 0" — SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 iD T . M M n a� ro M � to M • I t� SEE DETAIL B 2 SHEET 6 1 6" /2' SEE DETAIL A 6. SHEET 5 AL DOOR MODELS ARE VIEWEDM��S ARE 11 16 FROM THE INTERIOR SIDE SEE DETAIL E SHEET 6 ANCHORING LOCATjOAf DOUBLE OUTSWINC UNIT (XX SCALE. 112" =1' -0" 12 1 TYP. 6 0 I I 5 I I SEE DETAIL B O 0 m Om Ot7N TYR SEE DETAIL D mowcoo SHEET 6 � OJ tQ�� m OCs •... .• ' G�,`. 0,0 C M SM W(- LL E C D 71P. Y emi 't0 r r r I Q W Z Ir I--- -� 12 1 /2" TYP. 6" --I 74" DETAIL A DETAIL B SCALE., 3" =1' -0" SCALE. 3" =1' -0" ' ,'p 0 SM4M AS NOTED M�0) SEE DETAIL B O 0 m Om Ot7N SHEET 5 p r m N o mowcoo CHK By.S. SAFFEU OJ tQ�� DRMM IOs OCs •... .• ' G�,`. 0,0 C M SM W(- LL E n Y oo m Q W Z aU ° g °o o� J� pWp�� °Jin m oat .__ A SHEET TAIL o ' ,'p SM4M AS NOTED * . 7 * _ mro. By. EAG CHK By.S. SAFFEU 1DDMM F. BDRERD• P.F. DRMM IOs OCs •... .• ' G�,`. FLOIDDR P.F.N0.TJ7+B BoLLDMDROPB.M:. F MA B K FLUM to JW0509 -03 srw 5 of 7 I 4 9/18- - / 'i' r_ lwll/hll �7pillylleoviil i HOLE DEEP DETAIL E ASTR9GAL WEER STRIKE PLATE FOR SILL SCALE. 3" =1' -0" ANCHOR ® EXTERIOR SIDE EXTERIOR 7 34 2 13 2 0 O N 0 0 INTERIOR 13 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME /MASONRY x 1 -3/8" DEEP DETAIL B TBROIYBOLT STRIKE PLATE FOR BEAD SCALE. 3" =1' -0" 1� n M DETAIL C STRIKE PLATES TO rAKW SCALE. 3 /8" =1' -0" DETAIL D STRIKE PLATES TO ASTR9GAL SCALE. L .F�61Q@ 5/8" GLAS 21 BITE M DETAIL F - EAWRA ASTRAGAL DETAIL G - ODL FASTENER SPACING USE A8a1" PPH AS GLAZING DETAIL• MUTED CLASS SCALD. NTS SCALE:_ 6" =1' -0" a V. i 1/2" x 1/4' CU -D SPACER Y N 1/8' TEMPERED GLASS c� •.... G- �• 112° AIR SPACE 0.090° PVB `INTERLAYER BY SOLUTIA (NOA J12- 1231.09) OR CURRENT APPROVAL \-- 1/8' ANNEALED NERIES F. NOMM P.B FLOMM P.E N0. 73M 393 E DANA BMAM SLW., 87E 33E DANA MMM FL33M FEFE CENF. OFAONL ND. MM 0 C0 F•j9��oi O?c�m Om ORfN O o m Go to +a0mGD sW�« O—i m:v:v LL SLAiI ma1L E m Y � m S a �mc o col BoZ > o 3�y � � o 1 : er: EAG JW0509 -03 EET 8 OF 7 4' Q 0 Q 4 9 /16 /" ,.i • `::: " p 0) 9/16" � �o N M oN O 0N O CL 0 OD w o co to 4 9/16' O �I Y t'- I A 2 3/16' J q i �v a '„ 4_1116- (Min) t r00_,Q B FII JOI ED PINE BUTT 4x4.' ? 9 O F WE BTsR " 0 NG TARES D TIRA co m a s° =1' -0^ SCALE 6=>' -0" QDS -s60 SCALE B=>' 0° SCALE 6° =1" 2 1/2" 1 13/16' 1 1/4" 16° z 3 1/B" 1 3116- / 1 11/96° Q � �g 11/16° �� �mI O Liam suppoffr N BLOCK �1 1 11116 °� -- 26 5/16° El o z g gLfA.- TOP RAILLVL GE STILE VLJ B OM IL CX STILE LVL QTR 13 scAL� s" = �0'. �7 SCALE• s" =0' -o" scAT.� s' =1' -0" scALt� s^ =�' -0° 27 sc"..• s» =1' -0" of c r 2 1/2° 1 FT 0 Q � 18' I Q ASTRAGAL BOLT MAT.- CA STEEL ROD. ASTRAGAL SILL ODL ALLEN FRAME 12 SCALA 6 ROAM of _. _ _ . - - i8 SCALE.• � LA'E 0» 30 SCAr�• O =r -0" 3/16" C -SINK. NOTE �� 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2° MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. _. -.. .. -.. 2 -USE #8 -x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3 -USE 3/16" !TW Ti4PCON ANCHOR W/ 1 1/4" MIN. EMBED. -. WHEN INSTALLING INTO CONCRETE/MASONRY - SUBSTRATE -AT SIDELITE SILLS. DETAIL A - CS 1�If DET IL ^.��Q •.• ' ' � �: ' O ? 7 z =-A • T r a . O� °.. C OP.•'��+'� F � � F: o:mwEra DANIA REACH BLVD. WE 338 a - muE 6 18 13 s AS NOTED mW3 ar: FJ1G cm arts• ggFFE DPAWiNO NO.: JW0509 -03 SHEET 7 OF %