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WS-14-603Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209758 Scheduled Inspection Date: April 15, 2014 Inspector: Rodriguez, Jorge Owner: VELEZ, OSVALDO & ANNA Job Address: 1091 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER tsunaing uepartment comments Permit Number: WS -3 -14 -603 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)751 -7578 Parcel Number 1132060143660 REMOVE AND REPLACE OLD WOOD FRENCH DOOR Infractio Passed Comments WITH NEW DADE COUNTY APPROVED IMPACT DOOR. INSPECTOR COMMENTS False April 14, 2014 For Inspections please call: (305)762 -4949 Page 9 of 23 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 14, 2014 For Inspections please call: (305)762 -4949 Page 9 of 23 Miami Shores, Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: O 305 756.8972 3 3I I� INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING BY. �om ® ®mmmmom FBC 2010 Permit No. Master Permit No �(5 19 — ROOFING JOB ADDRESS: —log I Aj E q6 City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel #: 2. 6 O 113 6 a Is the Building Historically Designated: Yes NO Flood Zone: 010 d OWNER: Name (Fee Simple Titleholder): 0.5(1(x /W/o �+1/ �� le Z-- Phone #: City: M i ea m i 5. ale S State: Zip: 3 3® 3 Tenant/Lessee Name: _ 40'11; Phone #: Email: 0-0 V e' / f 'Z A d am // S o a f A o r9 e_ t CONTRACTOR: Company Name: 4 e r- Phone #: Address: City: State Zip; Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: _ Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $- i S L7 Square/Linear Footage of Work: = Type of Work: ❑Addition ❑Alteration ❑New Alkepair/Replace ❑Demolition Description of Work: S e ll a i,1 P � ri i i d e 4 /4 e e) a' t r� ii ,J P ti fi r'� � l ,� �� �G,t ®� �( 1&1gc, c t moor Color thru tile: Submittal Fee $1�) ' N Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ :ZD. 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. Owner or Agent pp� The foregoing instrument was acknowledged before mme this �`� day of h' -1, 201 , by CS M)y iZ k is -'7— , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: 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: .......... °s 'e , W .. CJy Sign: Print: : w My Commission Expires: : �" ': a- � � �, : � ; My Commission Expires: 3 APPROVED BY clans Examiner ner Zom n g Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �S fBcL ��O lyt/ //e l� Z DATE: ADDRESS: 4Q q /, "I/ ,r- 1 � ' � � � � � � S.Gi o � � 5 F / ? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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 the( 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 exerpption 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. 1 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. Initial 4P 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. Initial &? 4&- 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 numbe on permits and contracts. Initial -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. Initial z � 5. 1 understand that as the owner - builder, I must provide direct, onsite supervision of the construction. Initial I understand that I may not hire an unlicensed person to act as my contractor or to sdpervise 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. Initial e 41 7. 1 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. Initial 6'1,u 8. 1 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, l 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 htto:/ Mnnw. myfloddalicanse .comidbor /pro/cilbMdex.html Initial ,:0 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: /-0?( 411F S% Initial 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 ®`M� 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 of W-"C� , 20 By (7) 3 J A- U--) V tt L-O. 2 who was personally known to me or who has a� J -+ ® Pn � Z D m o � D z � n z --i CD N = 7J D < m � m � La CD o M `1 c z > IEGA. r U IL 6 a ra g t V � �V�W Iv�1l�aG Poo/ 0 a ?v 6� RQplucec� `� A Holt lull arw. r � � �. .— r .�.. ter. r 0400! ok All ri im see 0 w�� y caa . .. . ... . . .. ,o .. . ....... . . . ..... . ... . . ...... . .... • P:: ••• • •• LOT 5 BLK 82 ..a • P:: ••• • •• LOT ILK 82 ..a 000 00 see 0 . ..... . .. . 00 00 ••• • • • ••• • • Lt� P C40 r� Y 0 1 .^ P� CERTIFIED T0. OSVALDO W. VELEZ AND ANNA DEGASPERU —VLLT SHORESO FLQRIDA 33138., CHRISTOPHER P. KELLEY, P.A., INC,, HANK OF AMERICA, ITS SUCCESSORS AND /OR ASSIGNS, LEGAL DESCRIPTION: LOTS 3... MA- OF MIAMI SHORES SECTION NO,. 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLA T 6001(. w , t° TAP1I—DA10. OF 71.11: I''al11 "!I 1r'. t rIlf..:1P0.6i.. RAMMS-ENGINEERING l . Kd =.s5: 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 20-10. Robert S. Monsour, P. E. Fl # 11955 / OQ06024 ASCE-7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4845 - Walls). Positive Pressures Exposure C For the :175 ' mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area (or, Tri utary Area ) in Square Feet 1 _0. , 20 .30. 40 50 60 1.00 0.95 0.92 0.89. 0.88 0.86 13; 40.4 ' -38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 . •44.6 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50. 51.8 49.4 48.1 1 47.1 .46.4 45.7 60 53.7 51.2 49.8 1 48.8 481.1 47.4 Interior Zone (4 ;.Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area (or, Tributa Area in Square- Feet 10 20 30 40. 50 60 -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 . 20 - 46.4 -44.4 .-43.3 -42.5 - 41.9 -41.4-..- 25 - 48.4 -46.4 - 45.2 -44.4 - 43.8 -43,2 30 -50.5 -48.4 - 47.2 -46.3 45.6 -45.1. 40 -53.6 -51.4 - 50.1.. - 49.1 -48.4 ' GJ4 ?�8 .. 50 -56.2 -53.8 -52.5 -51,5 -bOr7. ' 150 1 60 -58.2 -55.8 -54.4 -53.4. X2.13. •.�62X Exterior Zones (5 - Walls) Negative Pressures GOOD.* goes Exposure C For the 175 'mph Wind Zone CA'FEa®RY 2 g.eG Height 1. Maximum Effective Wind Area or, Tribwta Area in uare Fee, . 10 20 30- 40 •50 • �" =1.40 -1.23 -1.19- 4.15 15- -54.1 -50.4 - 48.3 - 46.8 45.6 •-44.7. 20 -57.2 -53.4 -51.1 -49.5 -48.3 =47.3 , 25 -59.8 -55:8 ... -53. -. -51.7 -50.4 6 30 -62.3 -58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 � 55 � ' 50 -69.3 -64.7 -61.9 -60.0 -58 6Y � ; Alr 60 -71.9--1--67.0 -6.4.2 -62.2 - 60.8`- Length of End Zone (a): 10% of least horizontal dimension or .4 h,.whichever-,t, but not less -than 4% of least horizontal dimension or 3 ft. (h = mean roof heig� NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FL fA' 000do Soso Soso 0 `q'ta o - L° -r A + g7a; AHAAII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPART \'PENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 _NOTICE OF ACCEPTANCE MA) i my. miamidade &iJ,Seonamv Doralum Corporation 7040 N. W. 77 Terrace 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 11100" Aluminum Out swing Doors w/wo Sidelites - Impact APPROVAL DOCUMENT-. Drawing No.W13 -03, Rev A, titled "Series 100 Alum Swing Door %v/ Sidelites ", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01 -30 -13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: l . See DP tables for X or XX in sheet 1 Door w/ sidelites (tiv/wo reinforcement) in sheet 3_1. See Single sidelite (standalone) DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3.1, not to exceed (5) panels w/ max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 31.1, shall not exceed = 36 -7/8 ". See active panel 4 -point locking or active panel dead lock w/ manual bolts option in sheet 4. 4. Glass lites wider than 36" shall have two setting blocks per FBC requirements. •, • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,ecityistate an •seeits and following statement: "Miami -Dade County Product Control Approved ", noted herein. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed an4fVe$e has been Ro" 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 reJii;iu dr chatigeiaAe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotisenimt of any• • • • product, for sales, advertising or any other purposes shall automatically terminate this NOAi, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ; • •; •! • ADVERTISEMENT: Tile NOA number preceded by the words Miami -Dade County, Florida,•and f ®Verist by the expiration date may be displayed in advertising literature. If any portion of the NOA is &,P1$yed, &4 it•0all be done in its entirety. 00 9 0 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 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �PPaeYED _•= _ -_ NOA No. 13-0219.07 / Expiration Date: July 04, 2018 Approval Date: July 04, 2013 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13 -03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01 -30 -13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratoty Inc, dated January 14, 2013, Test Report No 7086 (FTL- 12087), signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02/11/13, 05/20/13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTRE- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry GIass ® interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Go.oinc. for their "DuPont Butacite ® PVB interlayer ", expiring on 12;11 /J6j 6660 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Cdinpany' Eofiner Solutia Inc.) for "Saflex color & clear interlayer ", expiring on V111M. • • • • •••i .. F. STATEMENTS • 0009 00 • 1. Statement letter of conformance and letter of no financial interest, ptej2fl by t ?- fttgoq Corporation, dated 01/25/13, signed and sealed by Javad Ahmad, P.V. • • • • • 2. Lab compliance as part of the above referenced test report. • G. OTHER • 1. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. 0000 E -1 1 haq 1. Chanda, P.E. Product Control Examiner NOA No. 13- 0219.07 Expiration Date: July 04, 2018 Approval Date: July 04, 2013 TYPICAL ELEVATION ( X ) TABLE I a b 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 78° MAX. • • • • ODOR DIMS, DOOR FRAME WIDTH FRAME WIDTH (4) ANCHORS • • • FRAME I HEMHT W.( +) INT.( -) AT STILES END* • • 4° hm HEAD SILL 3° 8° J° A-Il 78° • • • • • • • CORNERS r A , -- 00 SURFACE APPUL% • 000 so ' w�l pq8�{ FALSE �►eda+aom � II" Y B ` ' l 1111x 28° HEAD °• D.L. 0Pa �u 38 7/8° (8) ANCHORS AT STILE ENO LEAF WIDTH AT 3° O.C. TYPICAL ELEVATION (XX) DOOR OPTIONS TABLE 2 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) ODOR DIMS, LAMINATED GLA88 FRAME WIDTH LEAF WIDTH FRAME I HEMHT W.( +) INT.( -) 39-slarls-71irl WIDTH 98° 65.0 80.0 78° 136-7/8-1 98° 58.0 BO.D 00 000 so w�l pq8�{ �►eda+aom Gate u� o t 3 ' a & /LOCH OPTION a » � SEE SHEET 4 II 't Lf�lNACnvE ACTIVES Y B ` ' l 1111x 28° HEAD °• D.L. 0Pa �u 38 7/8° (8) ANCHORS AT STILE ENO LEAF WIDTH AT 3° O.C. TYPICAL ELEVATION (XX) DOOR OPTIONS TABLE 2 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) ODOR DIMS, LAMINATED GLA88 FRAME WIDTH LEAF WIDTH FRAME I HEMHT W.( +) INT.( -) 39-slarls-71irl WIDTH 98° 65.0 80.0 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIME. LAMINATED GLASS FRAME LEAF FRAME EXf.( +) INN-) WIDTH WIDTH MEOW 78° 136-7/8-1 98° 58.0 BO.D NOTE: COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY BLDG. OFFICIAL PER FSC. AS APPLICABLE. NOTE: FLUSH BOLTS AND MUST BE ENGAGED TO HEAD ZILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 • • • • ••• ••• • ... .• • . . •• ••• •• • ••• • • • • •• • 00 000 so w�l pq8�{ �►eda+aom Gate u� o t 3 DOORS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR W / SI ELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT RORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO ALSE METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 20018.4. En9r. CMl . FL46CAPEH. 7.892 DOOR LEAF HEIGHT m FRAME HEIGHT — 2.250" DOOR LEAF WIDTH (X DOORS) FRAME WIDTH — 2.750° DOOR LEAF WIDTH (XX DOORS) _ (FRAME WI07H — 2.250°)/2 D.L.O. HEIGHT - FRAME HEIGHT — 12.250° D.L.O. WIDTH (X DOORS) - FRAME WIDTH — 11.825° JUN , �oi3 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 20 %/2 �v 10 Z F g� P gay Ow Z I� e � droving no. W13 -03 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... ... .. yell .. ..... ro (4) ANCHORS . • . . . . . ... M AT STELES ENO 201 1/4" • • • • • • • • Z 41 3/4" 78" 41 3/4" 41 3/4° SIDEUTE WI DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (4} ANCHORS ' 8" 8° AT MULLION ENDS O 4" MAX. 3" 8° 3" 3" 3° • • • • • • • • • • • • HEAD /SILL _ 3" ' • • • • • • • • • CORNEA • • • • • • • • • • • 4 � 1 • • • • • • • • • Q n as 0 �$ MAX. bb " roe,rue t0a o H50.LL m n re z Tf Ld 38 5/8° 28" 38 1/4" 38 1/2° iNTq• P �1 DA. oPO. D.L. oPC. D.L. CPO. DA. OPG. by SGmfi (. 4a�H AT STILE END � AT 3" O.C. SURFACE APPLIED (4) ANCHORS FALSE MUS DtlS LOW - PROFILE SIDELITE TOP BOTTOM FRAME AT MULLION ENDS MAY � USED TOP &BOTTOM FRAME TYPICAL ELEVA1701d ( OXXOO j (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATINO) I. NOTES: ARE KEWED FROM OUTSIDE. jal 2. FRENCH DOORS WITHOUT INSECT SCREENS. SIDELITE OPTIONS < .2 4 En . 4WADDL MAD S GLASS D.L.D. DIMS. FLk PE TOS92 S S D.L.O. HEIGHT (HIGH PROFILE SIDELITE) - FRAME HEIGHT - 14.378 "' D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH - 4.80° $ �d D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.878° D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 12,230" drawing no. D.L.O. MOTH (X DOORS) - FRAME WIDTH - 11.825" 2013 1N13 -03 D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 20')/2 shoot 2 of 10 III it �� K ii I — ACTNE TABLE 3 DESIGN LOAD CAPACITY — PSF FRAME WIDTH INCHES FRAME HEW INCHES STATIONARY PANEL (0) aT.(t) IM.(-) 41 3/4 42 48 48 82 1/2 88.0 80.0 84.8 79 9 80.3 74.2 9898 89.8 41 3/4 42 49 48 84 1 B9.0 80.0 84.8 79.8 80.3 74.2 1 88.8 89.8 41 3/4 42 48 90 88.0 80.0 84.8 79.8 8013 74.2 41 3/4 42 3/4 98 88.o Bo.O 84.8 78.8 41 3/4 42 3/4 98 88.0 80.0 83.8 78.1 v 42 3/4° FRAME WIDTH a° /sr' I C rORNEHU- F CORNERS MA11. HEAD su 38 1/4° D.L OPO. HIGH PROFILE SIDELITE FRAME WIDTH TYPICAL ELEVATIONS ( O ) _ 8 . . ... . H . ... L 24 g MA11. HEAD su 38 1/4° D.L OPO. HIGH PROFILE SIDELITE FRAME WIDTH TYPICAL ELEVATIONS ( O ) _ 8 . . ... . . . ... L HN.7o9ea g ri �_ drow(ng no. IUN 2 5 2013 W13 -03 aneel 3 oI,G' 42 3/4° Ip 38 1/4° D.L OPO. LOW PROFILE SIDELITE ••• • •• • • • ••• • • • • •• • �� gBOHe+be wIMtM e �ry E g �< <o U. 0. 8 Z sr NOTE: GLASS CAPACITIES ON THIS SHEET ARE m BASED ON ASTM E1300 -04 (3 SEC. GUSTS). L HN.7o9ea g ri �_ drow(ng no. IUN 2 5 2013 W13 -03 aneel 3 oI,G' TABLE 4 MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF SIDEUTE FRAME HEIGHT INCHES DOOR FRAME WIDTH INCHES jW E INCHES SIDELITE TO SIDELITE I SIDELPPE TO DOOR fl/0 REINF. EXf.(+) IM.( -) WPM REINF. EXT.(+) W.( -) W/O REINF. EM.(+) INT4 -) WM REINF. MKT.(+) IM.(-) 82 I/2 5 /8, � 79, ( 24 30 36 41 -3/4 42 45 48 65.0 80.0 85.0 80.0 65.0 80.0 85.0 80.0 SILO 80.0 654 BOA 05.0 804 65.0 80.0 65.0 BOA 65.0 804 854 804 8&0 80.0 85.0 60.0 89.0 B0.0 830 B0.0 85.0 80.0 84.8 79.5 64.8 798 84.6 798 84.6 789 60.3 74.2 80.3 74.2 80.3 74.2 60.3 74.2 588 69.6 588 69.6 588 88.6 88.5 69.8 84 5 /8' (X) 78' (XX) 24 30 36 41 -3/4 42 45 46 654 604 88.0 804 654 804 854 80.0 S30 804 85.0 804 65.0 804 654 830 65.0 80.0 86.0 804 65.0 BOA 88.0 80.0 85.0 60.0 65.0 604 830 80.0 654 80.0 64.6 798 84.6 798 64.8 79.5 84.8 798 60.3 74.2 60.3 74.2 SU 74.2 60.3 74.2 589 69.8 889 698 588 W8 88.8 69.6 60 39 5la, (X) 78' ()W 24 30 36 41 -3/4 42 45 85.0 80.0 830 804 110.0 654 804 65.0 804 65.0 804 _630 830 60.0 65.0 80.0 830 78.1 65.0 804 65.0 80.0 65.0 804 830 69.0 85.0 804 65.0 79.5 65.0 80.0 64.8 08.8 64.6 79.5 64.8 78.6 64.8 78.8 80.3 84.9 60.3 74.2 60.3 74.2 60.3 74.2 86 3 9 5/8, (X) 24 30 38 41 -3/4 42 65.0 80.0 630 80.0 65.0 80.0 65A 80.0 65.0 75.3 830 _ 1104 B3O 744 830 80.0 83.8 63.8 65.0 60.0 65.0 638 630 9D.0 58.2 56.2 65.0 79.7 830 64.7 830 804 58.8 55.9 84.6 79.3 64.6 648 04.8 708 98 78' 39 5/!�Lm 24 65.0 804 88.0 604 65.0 759 85.0 804 70.8 65.0 804 1" 698 85.0 830 69.9 630 80.0 84.8 84.8 65. 0 80.0 82.8 85.0 74.7 80.7 80.7 08.0 80.0 a -jq 81 39 5/8° NIA%. SIOEUTE DOOR W DTH FRAME W. / F H / j C fi r \ J WX0 39 8/8' )ELITE MAX. SIDEL1 MTH DOOR VIDT FRAME W. J / \\ J (�O) JNSTRUCTIONS: USE CHARTS AS FOLLOWS. / / e • J / J / f • • • • • • • • • • (�O) JNSTRUCTIONS: USE CHARTS AS FOLLOWS. 38 •• • " / / e • / C J / f • • • • • • • • • • • • ••• • • • • ••• 38 •• • " 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIOEUTE AND SIOELITE MILLION CAPACITY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. SIDELITE TO SIDELITE WH DOORS SIDELITEVQ DOOR Te ( OXXO) ANCHOR SEE SHEET 2 • • • • • • 39 AX I LL [ t MAX T ooDR FRN1E w. � Z 3 KoT ) 8° MAX. I FRAME / / e • / C J / f ♦ \• J • • 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIOEUTE AND SIOELITE MILLION CAPACITY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. SIDELITE TO SIDELITE WH DOORS SIDELITEVQ DOOR Te ( OXXO) ANCHOR SEE SHEET 2 • • • • • • 39 AX I LL [ t MAX T ooDR FRN1E w. � Z 3 KoT ) 8° MAX. I FRAME L ( XX00 ) ( 00107 ) / \ / C J / f ♦ X L ( XX00 ) ( 00107 ) 0 � a� 0 opna � C, OXXGG 3 MAX. 5 PANELS ll 001000 11 NOTE: 4' GLASS CAPACITIES ON THIS SHEET ARE ° BASED ON ASTM E1300 -04 (3 SEC. GUSTS) a AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 n :f*r: JAVAD AHMAD FLA. PE P V2 CAN. 353B�2 0 I drawing no. U 2013 W13 -03 / \ H J f ♦ X 0 � a� 0 opna � C, OXXGG 3 MAX. 5 PANELS ll 001000 11 NOTE: 4' GLASS CAPACITIES ON THIS SHEET ARE ° BASED ON ASTM E1300 -04 (3 SEC. GUSTS) a AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 n :f*r: JAVAD AHMAD FLA. PE P V2 CAN. 353B�2 0 I drawing no. U 2013 W13 -03 LOCK OPTIONSI ACTIVE LEAF: SURFACE MOUNT DEAD SOLT LOCK AT 44 -3/4' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH 2)) 810 -32 X 2' OH MS LEVERBTYPE METALLIC HANDLE AT 38 -3/4' FROM BOTTOM. FASTENED TO ACTIVE LEAF LOCK SIDE WITH (2) 8 -32 X 1 -1/4' PH MS. AND (2) 8 -32 X 1/2• FH MS CONCEALED FLUSH BOLTS BY 'RECENT' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 11 -1/2' AND 87 -1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH 98 -32 X 1/2' FH MS (2) SCREWS PER BOLT INACTIVE LEAP CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 11 -1/2• AND 87 -1/21 FROM BOTTOM FASTENED TO LOCK STILE WITH #8 -32 X 1/2° FH MS (2) PER BOLT 39 S /8° / ACTIVE \ — HEAT STREN'D CLASS 020 INTERLAYER SAFLEX PVB BY 'SOLUTIA' 0/16' HEAT STREN'D GRASS SILICONE SILI GE 2800 GE SILICONE • • • rGE 28CI0 y+ • • • • • •• • • • • 3 -1/2' X 7 -5/8' X .102' qW- EXTRUDED ALUM HINGS • • • • • PART SFD -107 BY SUL& ft �% i ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38 -3/4' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STILE WITH (2) SB-32 X 2' OH MS C LOCK FASTENED TO LOCK STILE WITH (2) 012 -24 X 1/4' FH MS ANA TAIE�I LEAF, CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT I1 -1/2• AND 87 -1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH 88-32 X 1/2' FH TO MS (2) SCREWS PER BOLT 38 8/8' 78" HEAT STREN'D GLASS ON INTERLAYER SUTACITE PVB BY TUPONT ,3 /16° HEAT STREN'0 CUSS 2800 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• HINGES: • • • • • • • • • • • • • • •• • • • • 3 -1/2' X 7 -5/8' X .102' qW- EXTRUDED ALUM HINGS • • • • • PART SFD -107 BY SUL& ft �% 1 I • • • • • • • • AT 9' FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 401 O.C.) I I HINGES FASTENED WITH #10 X 1' FH SMS (8) SCREWS AT HINGE STILE • • • • • • • 000 • • (6) SCREWS AT FRAME JAMM00 • • • • • • • • • ••• • • • • •• • AcTn \ — ACTIVE j IMAGINE HEAT STREN'D GLASS ON INTERLAYER SUTACITE PVB BY TUPONT ,3 /16° HEAT STREN'0 CUSS 2800 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• o 's HEAT STREWD GLASS 090 INTERLAYER SENTRYOLAS BY 'DUPONT' ,3/181 HEAT STREWD GLASS I I i I Ii i 1 ii i 19 i �j 19 i 18 i GLASS TYPE 'Gl' OE GLASS TYPE 'G2' GLASS TYPE '133' �� ZINGOPONN F GLAZING DETAIL AT SIDELITE 'v 2013 K �t[Otp ldiea Prodpct 4m 0 $� n as Olt S O M ;3j v n �n A{ drowinq no. W13 -03 HINGES: • • • • • • • • • • • • • • •• • • • • 3 -1/2' X 7 -5/8' X .102' qW- EXTRUDED ALUM HINGS • • • • • PART SFD -107 BY SUL& ft �% • • 3 HINCES PER LEAF • • • • • • • • AT 9' FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 401 O.C.) HINGES FASTENED WITH #10 X 1' FH SMS (8) SCREWS AT HINGE STILE • • • • • • • 000 • • (6) SCREWS AT FRAME JAMM00 • • • • • • • • • ••• • • • • •• • •• • • • • • ••• •• o 's HEAT STREWD GLASS 090 INTERLAYER SENTRYOLAS BY 'DUPONT' ,3/181 HEAT STREWD GLASS I I i I Ii i 1 ii i 19 i �j 19 i 18 i GLASS TYPE 'Gl' OE GLASS TYPE 'G2' GLASS TYPE '133' �� ZINGOPONN F GLAZING DETAIL AT SIDELITE 'v 2013 K �t[Otp ldiea Prodpct 4m 0 $� n as Olt S O M ;3j v n �n A{ drowinq no. W13 -03 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... - - EDGE DIST. TYPICAL SEE FOR 20Y WO 0 ANCHORS 19Y wow euac � 8° �• • • • • • • ELEVATIONS . E GE GIST. SEE NOTE SHEET 1 WOO .O.TURE • • • • • • SPACING 'a - SEE �OTEN'HEETN • • • • • • E V THREW PENETRATION /2 1 ° SOLI MW. .. n • ' • e OpT�C,gETC ' o . ' • b .' EDGE • • • S06E AST. • i • • • • • I • • • • • • • Z 0 k j , Tr Ilm 23 • Don • 1 M M • • • • R h 0 a m Q 1 O s ..�. :•.T ANCHO111191 •• ttPCAt ANCHORS TYSPEICE A 5 o I 1i 1 I i- II I G 11 II E LAENVACTI}OONRS SEE MATIONS FOR ATIONO �_--- ^� ^__ ^__- 18 FOR SPACING FOR SPACING �j___ -j� 1 Mz -DARE COUNtt APPROVED 1 I� 9CLIPPED MiILL10N �I 1EE SEPARATE N � I G g a tKX9tl1 dl 3 tdJ 1 1 11 I I U; FCC��: yL 1 i I.-- ----- --- -- - ---'I � also WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM THE BUILDING STRUCTURE. AND TRANSFER THEM TO TYPICAL ANcHoRsA TYPICAL ANCHORS: SEE ELEv. FOR SPACING SEE ELEVATIONS I II /4" OIA. UL TRoGON BY 'ELGO' (Fum FOR SPACING 177 KSI, Fym188 K81) � g Ow p INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a y 1 -1/2" MIN. PENETRATION INTO WOOD (HEAD /JAMBS) a O I THRU 18Y BUCKS INTO CONIC. OR MASONRY e P~S 1 -3/4" MIN. EMBED INTO CONCRETE (HEAD /SILL) 8 F M 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) DIRECTLY INTO CONIC. OR MASONRY $ Z ci 1 -3/4" MIN. EMBED INTO CONCRETE (HEAD /SILL) 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $?l- o II I� OA 1/4" OIA. TEKS OR SELF DRILLING SCREWS (OWE 8 CRS) O INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') 4 INTO METAL STRUCTURES (HEAD /SILL /JAMBS) a ALUMINUM : 1 /8KTHK. MIN (6063-T5 MIN.) r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d Incompl*8 with ft TYPICAL EDGE DISTANCE DA INTO CONCRETE AND MASONRY = 2 -1/2" MIN. N 1 INTO WOOD STRUCTURE = 1" MIN. M)sw Poft" trot INTO METAL STRUCTURE = 3/4" MIN. B ii li CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. l 8 22 6 C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm m 2000 PSI MIN. g a � 1s1 � ANCHORS MAY BE HEX OR FLAT HEAD. n CML I � R3 WEEP 0 TONNAAL e CONCRFaTEe 8 EDGE DIST• TYPICAL ANCHORS SEE ELEVATIONS drawing no. TI-09, PENETRATION ��2 OLLT / OPERABLE PANE! FOR SPACING DOOR DETAILS JU 5 2013 11 W13 -03 - sheet of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1 /4° Max• © O 1 /z• Matt . , ... • • • • . . • • • ... $ SHW a LOAD BEAPoN6 •17WD• • :.. • • :. : 0 SHIM tom. EyCw . . k TYPx:AI.� SEE SHEET 1 �i ELEV. FOR SPACMO e,V ACTIVE LEAF _ CONCRETE og S tl $ az la A OR BLOCK • , • • • • • . . • .. ... .. • • • . u F TYPICAL ANCHORS • SEE ELEV. • • ... .. Q Q Q og$ tl o FOR SPACING iG Mb17 EXTERIOR 7 e 11 D.L. OPO. METAL STRUCTURE 38 7/8° MAX. LOCK OPTIONS SEE SHEET 4 _1 $ LEAF WON d _ 38 8/8• MAX. DOOR FRAME VROTH 1/2° MAX. a 21 i/2° MAx. LOAD MARINO SHDA LOAD BEARIN f O O Q aa11 • 2 LOCK OPTIONS SEE SHEET 4 28Y 17000 TYPICAL. ANCHORS - ' . • OR WOOD Z SEE ELEV.. FOR SPACWO' ACTIVE LEAF INACTIVE LEAF EE NOTE 1 P� p as f0 22 18 O RIP 17 sg TYPICAL ANCHORS I1 7 O.L. OPD. 8 22 8 D.L. OPO. SEE ELEV. FOR SP O 38 7/8° MAIL LEAF VOn+ EXTERIOR 7FRAME DOOR WIDTH Erpr. JAVAD AHtdAO FLA. PC 9' CAX 35W drawing no. DOOR DETAILS 2013 W13 -03 JUN . JUN sheet 8 of 1 • • •.• • • • .•• • • ••• • • • • ••• EDGE OIST. TYPICAL ANCHORS ' E. DISC 1BY WOOD BUCK • • • • L SEE R SEE NOTE SHUT 1 • • • • • • • • " SPACING . 00 0 • • • n • e : ..CONCRETE, d .° • • • • • • • 00: ACQNCRfiRTE • • 000 • 000 • t: S� 0 O Ma F�000 . . . • . .. • a o a u tl I t ms 'mom M � • ••• • • • • •• • 1 M � • • • • • •• • • [4� t{ a V h1 I •• • • • • • ••• •• KT+ 22 A 13 I I 16 a ypQgp 14 II n #10 x 1/2° G I THREAD CUTTING MACHINE SCREWS ' A • 8° FROM EACH END � p tl k AT MIOSPAN_ TYP. HEnD /snL u n n I u t /2° MAX. 13 I I 1 I LOAD SEARING SHIN O O I 2 0 swM . ,. ° I I WITH METAL I 13 ° 8 _ 4 pZ 3 QQp$�• i � II _ I I I _ tL_ -- 8^ 2 EXTERIOR —� 1s ;I 1 f3 30 7 /S' MAX. LEAF WIDTH I I 4•'�" 4 1 DO 378/(Xx SIDELITE WIDTH D OO.1' tl p i tl MAX. DOOR FRAME WIDTH FRAME WIDTH _•_ tl tl p TYPICAL ANCHORS SEE ELEM qqpp FOR SPACING 1 . 22 u tl 13 i I Ni Ni 1e Mlsed p a A 1 I I t l} ^rte V PROFILE HI—PROFILE v LOW SMWE sae Engn IAVAD AHMAD 'a i�l CIAL \ Y iUI PE r2 AZ—�OS . COii4m ° a v ° CON , ° . EDGE DIST. I TYPICAL FOR ANCHORS SPACING DLST. TYPICAL FOR FOR ANCHORS SPACING SIDELITE DETAILS JUN r2013 mmm sheet 7 of 10 . . ... . . . • . ... .. .. . .. .. . . . . . • . . . . . ••• . . ....... .... ITEAf ➢ 1 PART ➢ T -81493 1t8QD. 1 /DOOR DBSCRIPTUN • • • • • • MAT1IIiTAj PRAISE MjNP. /BUPPLIBR /RBMAlUCB -• 2 S 4 8 8 r -81494 T -81803 T -61492 T -11802 SW -28898 2 /DOOR 1 /LEAF 1 /LEAF 2/ LEAF 1 /DOOR FRAME MMB• • • • • DOOR Tr'rEL • • • • • DOOR BOTTOM RAIL WEATHERSTRIP ADAPTER 711RE5710LD BD83 -T� awl -1 8081- 8083 -76 BOBS -TB -• • • _ • - - a 7 8 9 T -81820 T -81488 T -118Q0 11LEAF 1/LEAF AS REDO. HINGE STILE • • • • • • • LOCK 870.E SB>ELOE SUP ONVAAI• • • • • • •9f3�T8 -TB i083 -TB - -• aeP hyyy 10 T -11901 1 /CORNER ASSEMBLY • -T8 -• V 11 13 FD -107 T -11488 3 /LEAF AS READ. BUTT HOiGES (.122' SIDELITE OlA2M6 BEAD OPUI4 8083 -T8 SULLNAN & ASSOC. - 14 T -81904 AS REOD. SIDELIrE 619E ADAPTER 80!13-78 - �eRVaeQ 18 18 1Bp - T -11488 AS REOD. AS REOD. AS aEOD. SIDEIRE REOii. CHARNEL SCREW CAP (OPTIONAL) SCREW CAP (OPTIONAL) SODS -H14 - 8083-78 - 8083-78 G� 17 2 /LEAF 3/8� X IB THREADED ROD BTEEL - 18 2/LEAF 3/8° X 18 NUT - 19 AS t&QD. WC INSERT 20 - AS REOD. LILTRAFAB - - 22 PW -101 AS REOD. BULB WFATNERSTRIPPINO VINYL - 23 24 PB -8400 8028 AS TtiOD. AS l7EQO. PILE YA7H INTEGRAL FIN W'STRIPPINO FLUSH BOLTS SCHLEQEL DELTA IND. 29 as CP -8111 to x r• - a/ coaaEa ENTRY IOCKSET AssEMelx scaEws, FH SELF oan.uNO KYAKSET AT ALL FRAME ,fo24rs W 4 27 Be X 2 -1/2° 3/ CORNER ASSEMBLY SCREWS, PH SFAS - 28 ➢B X i -1/2° SEALANTS; 2/ CORNER SIOE117E ASSEMBLY SCREWS, FM 8 Z � q a $ m FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. T7:L1 kt1An1 Cd SELF DRILLING - n EAgn JAN ,Cm�L7 FLA. CAiEi 193 2 an 0 0 drawing no. W13 -03 JUN 2 5 X013 sheet a of to SELF DRILLING - . . ... . . . ... .... . ...... . . .. . . . . . . . . . ... . . . . ... �4.= .078 .082 ?1.494 94 .378 �J.445 .8 .746 2'125 • • 00: • • • .00 • • • 03lim + • • • • • • • • • • ••• . .•• • �� j Z 0 a.2so L '045 0.312 866 }X 1.963 O FRAME HEAD O STRIP ADAPTER 16 SCREW CAP • • • • • • • •. • • • 2.125 '•. :•: : : :.� :• '•. ® • • • • • • • • . • • • zJ100 ® I I � 0 �C nLL a 9 1.2$2 .838 .049 2.1$2 2.250 078 1.993 QQ Z 7y a.9� ,3 SIDE LITE GLAZING BEAD 4.898 $.838 .078 I 5s l� PAIN i e WW ( g 3.37$ I 078 1.750 A75 ® I ( II 8 f 813 BASE ADAPTER FRAME JAMB a O HINGE STILE 14 SIDELITE 2.000 ® ,9 z W laso q �a.22a --y 076 9.500 4.000 4� I t.750 2.139 .zso 1. �28 ALUMINUM HINGE S 3 _ Z�C Q .0711-1 1.$40 Op G'J n O 4.816 .878 O TOP RAIL 4.808 U6 LOCK STILE ID ASSEMBLY STIFFENER oyc�lgw&h �e F%aiiRp° N Mk1a1 1.125 ny�4�, 1 J j G x.057 .078 -H 1.448 I .878 2'406 ,.sae � m 4.156 $.ao$ 6.000 SIDE LITE JAMB 5.765 A5S .125 3.7$0 Engn JAVAD AM" an RX PE 38'u70.8992 n � g 2.177 - j 1?75 y0 I .062 II-i. arowing no. O4 BOTTOM RAJL O THRESHOLD SIDELITE BASE GLAZING BEAD SIDELITE ALUM REINF. fsheet 9 of 10 DOOR FRAME TOP CORNER �YlT1?I�0 11 x'1= it113!1`YK77D12 ; 27 DOOR FRAME SDTTOM CORNER . . ... . . . ... .. .. . . . .. .. . . . . . ... . . . . ....... .... . . •o: . . . •• • • •• . . • • • •• • • • . i . . . . . . . .•. . . . . . . . 0 .. . . .. .... pubes pumililtL•.y Jm•IOil?I1 LF—AE TOP & BOTTOM CORNER JUN 2013 N.V z �0 o Iwo PH Hilo All 4 � Ow crowing no. W13 -03