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WS-15-906Project Address Parcel Number Applicant 49 NW 108 Street 1121360110280 VALERIE & LUIS SOTO Miami Shores, FL 33168-4310 Block: Lot: Owner Information Address Phone Cell VALERIE & LUIS SOTO 49 NW 108 Street MIAMI SHORES FL 33168-4310 49 NW 108 Street MIAMI SHORES FL 33168-4310 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: FRONT DOOR REPLACEMENT No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due Miami Shores Village CCF 10050 N.E. 2nd Avenue NW DBPR Fee Miami Shores, FL 33138-0000 DCA Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 49 NW 108 Street 1121360110280 VALERIE & LUIS SOTO Miami Shores, FL 33168-4310 Block: Lot: Owner Information Address Phone Cell VALERIE & LUIS SOTO 49 NW 108 Street MIAMI SHORES FL 33168-4310 49 NW 108 Street MIAMI SHORES FL 33168-4310 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: FRONT DOOR REPLACEMENT No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 Valuation: $ 1,378.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-15-55234 05/01/2015 Credit Card $ 76.20 $ 50.00 04/17/2015 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zgif ng. futherm9te-4-kutho�eihp-above-named contractor to do the work stated. 01, 2015 Authorized Sign re: Owifer—/ Applicant / Contractor / Agent Building Department Copy May 01, 2015 1 %50 Miami Shores Village L• Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS APR I GNM5 FBC 270 (0 Master Permit No. W_S" `t ''<:30 Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 17-7 NV \1 I DY' City: Miami Shores County: Miami Dade Zip: 3;3 Ica 5? Folio/Parcel#: _ Is the Building Historically Designated: Yes NO L� Occupancy Type: Ri oad Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Alle.1 1-e .DC7 Phone#: qsC% c Address: /CI NlnZ 1OK" trf— City: 5k-XDrrS State: Ft Zip: -3�17/ (o$ Tenant/Lessee Name: Gl. Phone#: Email: V%I 0 GCS CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: e#: Address: City: State: Zip: Value of Work for this Permit: $_)0-72. 00 Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: f;�y/i+ zoozp /' Specify color o�/f�`color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be chd. Signature )k � �^ �� s'ot-) OWNER or AGENT The foregoing instrument was acknowledged before me this S k+ day of 110�cF121�— 20 by VALI WF— G nl�) who is personally known to me or who has produce bo\k� UN as identification and who did take an oath. NOTARY PUBLIC: Print: � isMte Ur Seal: SindiindiuaAlvarez a�j t My Commission FF 156750 p, Expires 0910312015 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as �kak�kikffi*�k�k***4�k*�*�kM�k�k*g�ky�***s� �k��k�k�k3k+k*�k�k&�k�k�k�k�k�k**�kffi4�k+k�k�k�k�k�k�k�k�k&�k�k�k�k**�k�k�k�k*�k�k*�k�k�h*�k�k�k&�kak�ie�kak�lcaksk�k**�k�k*�k�leakak APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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:"Ay'�j 600 DATE: ADDRESS: HO N.`W ifjq +�, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 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. p /� Initial s 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. U-19Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and 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 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction, VL ' /� Initialyv, 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 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 V� 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, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinance, building codes, and zoning regulations. Initial V2 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://www.mvfioddalicense.com/dbpr/pro/Cilbfiindex.html Initial V4 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: 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 �� ✓✓ Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uchon 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 14 day of A5� e-1 t, , 20 1 S By_ VAL"y2-%t, G � who was personally known to me or who has Produced there License or S3co -6967-1 `kG-95' as identification. v� OWNER NOTARY Y Notary Public State of Florida Sindia AhrarezMy Commission FF 158750 Expires 09/0312018 L40 X sof i ws_c�j�mi_�iOC Shores VIM ZONING DEPT BLDG DEPT Qrr�Vtl A SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS . . .... ...... .... . ..... ...... ... . • . Qrr�Vtl A SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Ml MPi'DADE MIAMI-DADE COUNTY ♦ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wammli ainidade.ggv/pera ! T. M. Windows, LLC. 601 N.W.12" Ave. Pompano Beach, FL 33069 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 PERA -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 at 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. PERA 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 -249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Di3or w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, 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 see* Limitation: ' 0 • 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type dtWo�threshoW,0010We 0000 • (Exterior (+) water limit) • • • • • • • • • • • • • • • • 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ orthrmtold typetLower 4i�. • rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or 00thresh00.. old the, limited tb*: . single door application only.. • 00006 • .. .. 00 000090 LABELING: Each unit shall bear a permanent label with the manufacturer's name or lolge,•oiq, state and series and . following statement: "MiamN2ade County Product Control Approved", noted herein. • 0 � � • 0 • 0060:6 RENEWAL of this NOA shall be considered after a renewal application has been filed ;q4 Ehgre has been no chi • 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 shal l be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thea it shall be done in its entirety. INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-021&05 and 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. NOA No 12-0208.14 Caoa a cg; Expiration Date: April 21, 2016 '' ' Approval Date: May 03, 2012 Page 1 T. M. 3 indows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05) 2. Drawing No. Wil -03 Rev B, titled"Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/1 l and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11-0218.05) 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 marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F=1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11-0218.05) ....2. Glazing complies w/ ASTMS -1300-02 & -04. 0000 . . • . D..... QUAEI'T.Y'ASSURANCE • • • • • 61. • f1tarni Dade. Department of Permitting, Environment, and Regulatory Affairs (PERA). Gee**: • VATERYAL CERTIFICATIONS E. 0 0 0.0 0 ""'t. Not4e olf Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for 60:09 : • • • • thcir'I3dPont Sentry Glass interlayer W",expiring on 01/14/17. ""'' 00 2. '. Notice bTAeeeptance No. I1-0325.05 issued to Solutia Inc. for their "Saflex Clear or . 0 0000.. c0iurecl interlayer", expiring on 05/21/16. •; 00.0 0.. : • • • • : F. STAT VNTS ::: • 0 :. x Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by AI-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad; P.E. (submitted under file # 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11-021&05, expiring on April 21, 2016. 2. Test proposal # 10-0017, dated 01 /06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. ,�(� 1 . Uk 0 Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E-1 L� c� DI •0• DIMS, D.L.O. FEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 14.875' D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH — 11.1 DZO. WIDTH (XX DOORS) a (FRAME WIDTH — 20'/2 HDD/SILL ANCHORS AT STILE ENDS (8) AT 3° O.C. 8° MAX. UNIVIS CORNERS Usm OPTION SHM s m FRAME WIDTH 3' TYP. 18° MAX. HEAD SILL A -- `` TYP CAL ELEVATION ( x ) I . 28 7/8' c D.LOPG. SINGLE 0 4 . OPO. SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. 38 S/8' DOOR THUS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE • / E • • LEAF' WIDTH 38 g/8° REQUIREMENTS OF THE FLORIDA BUILDING CODE NCLUDING HIGH VELMN • • • i iFAF WIDTH • •, • • HURRICANE ZONE (HVHfL).ag • • • • • • • • • • 18Y OR 20Y WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY • • • • • • • • • 01 • • • • • • • ANCHORS SHALL BE AS LISTED, MALLEO AS SHOWN ON DETAILS, ANCHORS LOCK OPTIONS \\SEE SHM 8 I DOORS/SIOEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. \ I • • • • • • • • • NOT PART OF THIS APPROVAL • • • • • • • • A LOAD DURATION INCREASE IS USED IN DOM OF ANCHORS INTO WOOD OMIT• i • • • • i • i MATERIALS INCLUDING 6U'f NOT UAIITED TO STEEL/!$TAL SCREWS, THAT • • • • U�WCTNE • • • ACTIVEE • • � • SERIES -249 ALUKVUU FRENCH DOOR W/ SHIM TES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ....... TYP CAL ELEVATION ( x ) WITH OR WITHOUT SIDELRES. . 28 7/8' c D.LOPG. SINGLE 0 4 . OPO. SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. 38 S/8' DOOR THUS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • LEAF' WIDTH 38 g/8° REQUIREMENTS OF THE FLORIDA BUILDING CODE NCLUDING HIGH VELMN • • • i iFAF WIDTH • •, • • HURRICANE ZONE (HVHfL).ag SERIES -249 ALUKVUU FRENCH DOOR W/ SHIM TES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ....... TYP CAL ELEVATION ( x ) WITH OR WITHOUT SIDELRES. . SIDE LITES CAN 8E ON ONE OR BOTH SIDES OF DOOR. SINGLE LEAF DOOR SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. DOOR THUS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • OPTIONS • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE NCLUDING HIGH VELMN • • • i • • • •, • • HURRICANE ZONE (HVHfL).ag • • • • • • • • • • 18Y OR 20Y WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY • • • • • • • • • TO TRANSFER LOADS TO THE STRUCTURE. • • • • • • • • • ANCHORS SHALL BE AS LISTED, MALLEO AS SHOWN ON DETAILS, ANCHORS DOORS/SIOEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • • • NOT PART OF THIS APPROVAL • • • • • • • • A LOAD DURATION INCREASE IS USED IN DOM OF ANCHORS INTO WOOD OMIT• i • • • • i • i MATERIALS INCLUDING 6U'f NOT UAIITED TO STEEL/!$TAL SCREWS, THAT • • • • • • • • • COME INTO CONTACT LOTH OTHER DISSIMILAR NATERL4LS SHALT. MEET THE • • • • • � • • • + • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. .... ....... . • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATIOmucaucyN (xx) =IC 6. LEAF DOOR e R Q drawing no. W11-03 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . SIDELITE OPTION MUM 0' FROM ENO OF R AND SMEMES SLL �v /M �Y � 'pp M DE APPM Q MUNTM4S E USED a �• u P Bill� z0� R2d 11 p 411,20 4 �AN. to g drawing no. t;'.•:' W11-03 � 'pp M 2 N� T z0� R2d 4 �AN. to g drawing no. t;'.•:' W11-03 109• wx FRAME HEIMIT _ 104 1/4- MAX. _ r G rn\ a\ ae �m w w z 1 1 m •: • • • i • 4 t --------- ------------------ o------- 00 V.�^ pr • • • • • • • • • 1 • l ! 1 0� • • • • • • II 11 II • • �� 1f II II 'I •••• it __11 -1�1- ZII _ it Il 11 a HV b 4 1/2- COifts RIERS �. 1��o to gg fi� sib 1 � N EA I g eaac o2-10-11 rev s a ls: ton , SEItrES-249 AUN Off -WO WM W TIES dd 01) AL- FAROOQ CORPORATION a —' ,�z••r-o• p=4.1/ I". m SO 0010101 sT.M. WINDOWS LLC. 0M1Gs&PRODUCT DeELOPMOff (A e o1 a61 wam= ,195 801 N.W. 12TH AVE. 22355 W.87 AVE I i0-. Or I1NB0 WAY^ FLORIDA 33174 ° p = POMPANO BEACH, FL. 330691E-12643100 FAIL{�6)26268T8 C W ? m# y M- (934) 781-4430 FAME. (954) 781 -WS l COMP-ANL\Wl1-03TMW 41 7/8° ... I I . I ... . . . .. t . . I .. �f . . . . . . . f I 14 f I f WIDW4• i I I / 1 / I / t . ... . ... 14 4 10t 2° •• ••♦ • 30- 0.1- OPO. 39 S/a' ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . • •WNDCW WIDW4• • 28' ... . ... . ... . . NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp=+65* —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD ruoDucl'r�cVwea s eg9plri•Bw� d,e FlettRa 4 �- 0 F 8WW��Pj( �w M Z z L W g S a� dmw" no. W11-03 Sheet 4 0(A ••• •... ..... ...... • • •WNDCW WIDW4• • 28' D.6 OPO. ROID) 10t 2° •• ••♦ • • • 5°1 • • • 10 a, cm 18 lY p F-4-- 20 71W unx. 9d1 m _ OPO. (VENT) m 7/a' NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp=+65* —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD ruoDucl'r�cVwea s eg9plri•Bw� d,e FlettRa 4 �- 0 F 8WW��Pj( �w M Z z L W g S a� dmw" no. W11-03 Sheet 4 0(A SINGLE LEAF (X) DOORS WITHOUT SIDELITES .�....... DESIGN LOAD CAPACITY — PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES 0LAS3 47P� GLASS TYPES 'A' OR 'A1' 'B' OR 'Bl' EXT.(+) INT.(—) EXT.(+) MIT.(—) 42 109 1 80.0 1 60.0 1 100.0 11414 EXT.(+) LOW SHOWN ABOVE ARE WOW HHOH THRESHOLD FOR STD. THRESH" LIMIT EXr.(+) LOADS TO 88.0 PSF LOCKS: OPTION 81 STANDARD STEEL THROW ALT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 35-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOME(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION as MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4' OH MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-112- & 76-1/2' FROM BOTTOM FASTENED WITH (2) 8-32 X 1/2' FH MS (FLUSH BOLTS AT TIM f& 80TIOM OF AGYNE AND ENACTIVE LEAFS TO SE ENGAGED OURM PEIWDS OF HUWBCANE WMfBHM) MW rDOOR WIDTH DOUBLE LEAF (XX) DOORS WM01UT BIDRIaT7+ DESIGN LOAD CAPACITY - PSP ...._ FRAME WIDTHFRAME INCHES ... CUSS TYPBB HEKNT 'A'. 'Al'. 'B' OR 'Sl NICHE'S EXr.(+) INT.(-) 80 109 SD.0 I $0.0 GLASS TYPE 'F' a S.H. TRS AGTHVE DOUBLE LEAF (XX) DOORS WM01UT BIDRIaT7+ DESIGN LOAD CAPACITY - PSP ...._ FRAME WIDTHFRAME INCHES ... CUSS TYPBB HEKNT 'A'. 'Al'. 'B' OR 'Sl NICHE'S EXr.(+) INT.(-) 80 109 SD.0 I $0.0 EXT.(+) LOADS SHOWN ABOVE ARE Wmi MCH THRESYHOLO FOR STO. THRESHOLD LWT EXT.(+) LOAM TO 58.0 PSF 7.-5/8" LONG ALUM BUTT HINGES. AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION A2 3-1/4' LONG ALUM PIVOT HINGES. AT 12' FROM EACH ENO AND ONE AT A9DSPAN OF LEAF. FASTENED TO FRAME WITH 2 1/4-2o 1-1/2' MS FASTENED TO PANE. WITH �23 5/ X 16-18 X 1-1/2" MS FRAME TCO�AND f TdPA14SEft WHITE '.sEa4SEAMS BE�muI. �frM+.sy.ICONE. . ... . •.. . . •• • • • • • • • • • FRAME WIDTH ACYNE SINGLE LEAF (X) DOORS WTI'H S.H. INSERT D=GN LOAD CAPACITY — PSF FRAME WIDTH INCHES GLASS TYPES 0 DOOR FRAME MIGHT A'. 'Al'. 'S' OR 'Bl' INCHES EXT.(+) INT.(-) 42 109 69.0 80.0 GLASS TYPE 'F' a S.H. TRS . . . . . . . . . . . .. .. • . . .. .. ... . . . ... . • FRAME WIDTH ACYNE SINGLE LEAF (X) DOORS WTI'H S.H. INSERT D=GN LOAD CAPACITY — PSF FRAME WIDTH INCHES GLASS TYPES 0 DOOR FRAME MIGHT A'. 'Al'. 'S' OR 'Bl' INCHES EXT.(+) INT.(-) 42 109 69.0 80.0 GLASS TYPE 'F' a S.H. TRS EXT.(+) LOAM SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT DIT.(+) LOADS To SILO PSF HN19�p B�kN1er N NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-218 OR. 8 2A�2 arowing no. Wl 1-03 STATIONARY PANEL (0) OR DOORS WITH SIDEUTE9 DESIGN LOAD OAPACTTY — PSF PAMEL/OFRECf SET G1ASS TYPES FRAME KMOHL DOOR WIDTH SIDELME W10TH 'A'. 'Al. 'D' OR 'DI' 9JCFff4 INCHES 94CHES 81 41 7/8 (X) 80 (XX) 48 80.0 69.7 95 4t 7/8 (X) 80 (XX) 46 80.0 99.7 91 41 7/8 (X) 80 (XX) 48 80.0 99.7 97 4 80 /�)� 42 90.0 79.9 ,03 4, 7/8 (X) W (>X) 42 80.0 79.6 109 417/6 S ) 41 7/8 so.o 80.0 EXT.(+) LOADS SHOWN ASOWE,. ARE WITH KM THRESHOLD. FOR SYD. THRESHOLD LUT EXT.(+) LOADS To 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE, LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM, ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . NOTE: • • • • "rb GAPAGIT1ES ON TWIS SWEET ARE • • • BASED ON A6}M E1300-2040(30SEC. GUSTS) • • • AND RID BUI�DI 0 1 ION • • • DECLAAP4TOR11 STATEIa� —DEC -219 • •• • • • • •.. • DOOR W. SIDELITE W. (0X SQVXE W. DOOR W. SMEW W. i i% SFATONARY ( 0 ) ( 0X0 ) ( oxxo ) Hoover RXVNM Yt' ".N9L1ePIeAt B a � drawing no. W 11-03 sne9i 6 or t g L� (0X SQVXE W. DOOR W. SMEW W. i i% SFATONARY ( 0 ) ( 0X0 ) ( oxxo ) Hoover RXVNM Yt' ".N9L1ePIeAt B a � drawing no. W 11-03 sne9i 6 or t g 16" HEAT STREN'D GLASS 090 INTERLAYER SAFLEX PY8 BY 'SOLUTIA' l r3/1V HEAT STREN'D GLASS GLASS TYPE 'A' 3/18" HEAT STREN'D CLASS 1/4' AIR SPACE 3/18' HEAL' STREW) GLASS .090 INTERLAYER SAFLEX PY8 BY 'SOLL?IA' -3/18° HEAT STREN'0 CLASS SUCONE GE RGS7701 GE 1200 HEAT STRENI) GLASS 9 INTERLAYER MWGLAS BY 'DUPONT' •3/18' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1206 ,B SNS AT 4-1/2' FROM ENDS AND tO-1/2° O.C. tPOM XSE3m/4GX 4O' SNC 2 PER UTE, AT 6" FROM ENDS GLASS TYPE 'AiGLASS TYPE W E 37709 GLAZING OPTIONS GLASS TYPES Al' OR 'Bt' (ABOVE) \ SILICONE rGE 27701 • • • • • • • • • • • • GLAZING DETAILS AT SIDELITg • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• ... .... . . •• • • • • • • • • • ••• • ••• • • • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . -3/18` HEAT STREH'0 GLASS {� 1/4" ALR SPACE A 7 3/18' HEAT STREN'D GLASSf-SEQ .090 INTERLAYER NTRYGLAS BY U I/8° HEAT STREN'D GLASS G 3/18° HEAT STREN'D GLASS90 INTERLAYER g 8 STUCONE SE 4TRYGLAS BY 'DUPONT' aA L GE ROS7701 Y� GE 12W 1/8° HEAT STREWD GLASS q 5 X01 W S GE laoD � � n SSPA� rrR AT 4is 41/2" FROM ENDS AND 10-1/2° O.C. EPOM SETTING BLOCK 1/8° X 3/4" X 4° LONG 2 PER LITE. AT 8' nM ENDS m x GLASS TYPE 'H1' GLASS TYPE `F' r.l °S (S.H. YBNDOWN WITH SINGLE DOOR APPUCATION ONLY) Li C2 d� m� a$o D'a�QWTCYII�lYYA 1•ip{ k•wtlAam pl, lk SLY• •� �I�+Italt ft AHMAY •B browing no. —6;3 "p ,gyp >9rLo.t 01 t s TYPIGld. ANCHORS NGH THRESH APPFYO FOR WATER RESISTANCE LIMIT MAX. EXT(+ LOADS TO 100.0 PSF (SINGLE DOOR LIMIT MAX. EXT(+ LOADS TO 80.0 PSF (DOUBLE DOOR ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 1-1/2' MIN. PENETRATION INTO WOOD K THRU 1 BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY DORECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a x 1BY WOOD BUCK EDGE DI57. ^ m Z$p (SFE NOTE SHEET 1) ^ I a STEEL : 1/e. TW. MIN. (Fp = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -TS MIN.) �� ... R .. a ° • '• • • FiXtE• (SEE NO TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE : 1' MIN. INTO METAL STRUCTURE 3/4' MIN. CONCRETE AT SILT. f e c HEAD, OR JAMBS - 3000 IS IWN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm . 2000 PSI MIN, offismotVam log 1 t Ns 2 mpbsomAaeopaeec Daft • ryda � OPERATING UNITS < m • • TYPISEE • • • • • • • • • • • TYPICALANCHORS • f ;�S• • • • HEVATIONS • • FOR SPACING © t ALTERNATE o TYPICAL AN(> EDGE GIST. SEE EIFVATIO _V FOR SPACING STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 68.0 PSF i 1 1 ALTERNATE A._ 1 1 +w WOOD BUCKS AND METAL STRUCTURE NOT BY TM .3 WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON 9Y 'ELCO' (F. -I" KSI, FY -166 KSI) g g INTO 2BY WOW BUCKS OR WOOD STRUCTURES 1 1-1/2' MIN. PENETRATION INTO WOOD K THRU 1 BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY DORECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a x ,1,/4' DIA. SELF DRILLING SCREWS (GUM 6 CRS) INTO MIAMI -BADE COUNTY APPROVED MULLIONS (MIN. THK. 8 1/8-) ^ m Z$p INTO METAL STRUCTURES g ^ I a STEEL : 1/e. TW. MIN. (Fp = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -TS MIN.) �� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE : 1' MIN. INTO METAL STRUCTURE 3/4' MIN. CONCRETE AT SILT. f e c HEAD, OR JAMBS - 3000 IS IWN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm . 2000 PSI MIN, offismotVam log Ns 2 mpbsomAaeopaeec Daft • ryda � OPERATING UNITS < m Engr: o D o c s a . ° TYPICAL ANCHORS. FIA. 70582•. �- E ^, ATIONS FOR SSEE EPACING $ LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE droWlrlg no. APR,. 8 269 met a ofi61 r CL daft 02-10-11revisam's 991959: OVISfRES-249 ALLN U( -SM MW 9/ S�UIfS (tYJj AlrFAROOQ CORPORAiiON a �. codas 3/e• - 1- NAO!U4�." acv. Pm a c comm ns ENGMEMS & PRODUar DEVEWPME VTT.M. WINDOWS LLC. T ep MOM nM ow 601 N.W. 12TH AVE. 123B3.Vr.87AVE @. bYc Mq�ap M AMI, FLORIDA 33174 p POMPANO BEACH, FL 33069 TRL (305) 2e4-8100 FAX MOM 2GZ6M � TQ (as+) -M+-aa3o FAX. (9sa) 781-sm8 __ . ...... . . . . 0..000 .. .• .. .000. . ... ...... ...... .... ••.... • 0 0 ....•. •... . . 0 r CL daft 02-10-11revisam's 991959: OVISfRES-249 ALLN U( -SM MW 9/ S�UIfS (tYJj AlrFAROOQ CORPORAiiON a �. codas 3/e• - 1- NAO!U4�." acv. Pm a c comm ns ENGMEMS & PRODUar DEVEWPME VTT.M. WINDOWS LLC. T ep MOM nM ow 601 N.W. 12TH AVE. 123B3.Vr.87AVE @. bYc Mq�ap M AMI, FLORIDA 33174 p POMPANO BEACH, FL 33069 TRL (305) 2e4-8100 FAX MOM 2GZ6M � TQ (as+) -M+-aa3o FAX. (9sa) 781-sm8 __ . -0 w x FRAME rEIM4E t, LEAF NEwxr oWM�o>� o . Ee m� W W 4-m d ri W i s N ti N m L�S:jf 1/4• MAX - MAX •..; SHM 'd EOGE OtST. Oe FX .tpg • • • v • 4hi Q e, EXE. • • • =TAi h ;,y to • • • • • • • I13Hy 4. W � H W • • •• •• W •• • • • • e'r • 7fcnN % •••••• •••• • d' N QUO •• • •••• Dg e 2 5)r P • • • Ff$X m • • •••• • 1/4• MAX. � � � � • • • • SIbM $g Y � y O ro m 'ox M m All o IS M Fi W N O r `g 3 dam 02-10-11 '0 on SEFES-249 AUlk US (WUU) AJ.-FA CORPORATION a A at, an m ax memrrs T.M. WINDOWS LLC. Exa�N s& PRODWrDWELOPMEKi oa 1.1a� No-*244 Ms 8iee1 601 N.W. 12TH AVE. i V3'.47.7a p ar. by www o POMPANO BEACH, FL. 33069 TEL-w"28441W FAX ODS)2GS4M C W P cek br. TEL (954) 981-4430 FAX (994) 78t-5078 C0IWP-ANL W11-03TMW sass•• sass•• • • • sass•• sass• sass• •0000• 0.000• • • • sass•• FRWE HEMW . a D.L OPG. O E3C'fERI0i2 li 4 _ - C7 w w MAX 1/4' MAR SHIA SPACE SHDE • • • EDOE OtST. w • • • N W ••• • • 90 'I sass•• 6 • • • sass Iil sass•• • • 'i. jl C • • ease • 09.60• • 06 • sass• • • • • • y • c i 0000 F1 A � O n 1 x r Ai �X o QD o w � om To I C w r oz -to -ii reyWons: escr 5-249 Aust WT-WQ DOOR W/ swum 5 (l W) AL-FAROOQ CORPORATION n a =24.11 MY. PER SK C0 DOM 8 Ot.tlLt2 No owm 7m ww T.M. WINDOWS LLC. 801 N.W. 12TH AVE. %CANN.87 Atmouucr DEYELOWMBNT IM-%W.VE 9. p '�' ba " POMPANO BEACH, FFL33089 MW4L FL*MVA33274 Of GJ $ UY• TEL (954) 781-443D FAX. (954) 781-9078 TM i� 2844SUO FAX l 2262,078C cdk. CHIP-AtrH.\Wit-03TMNt ... . . . ... . . • • • • • • • • • • 4.000 .� T- 1.7SD 2.375 -.683 1.790 • .629 • • • 982 • • • • • • • • • �� • • 4.000 .002 • • • • �' S0 • 2.379 FLU /� W Z O k .- g I 1.843-d ••• ._,� 332006 • i O FRAME HEAD TM -089 8.250 090-1.843 PAWR 4G AZl" BEAD • • iM-•95N • • • • • • • • • 7•t1i5• • • •••1 • • • • • A45 • • • • GW • SIDEUTE-30769HEAD SILL • • --;• • •• ASO .713 a gg Q4 2.375 .082 • .129 °-310 O CENTER HINGE 0.572 1.455 .715 .0w � n 79 4.000 LL 19 1.262 _E 2.1 0.248 � 0.672 OW 37888-A OUTER HINGE eO t9NGE P"Oft ® f.799 SIDELITE GLAZING BEAD (14St1L [AAA. GLASS)O PIVOT HINGE 7.900 q.0110 1•g00� 2A62 875 128 II .L t•000 ® STO. BALLS ADAPTER ,98 MID RAIL CORNER CHANNEL olu BOTTOM 20236 RAIL _ $ S� 1 DOOR ® DOOR JAMB/SIDELITE FRAME- 6A8499 082 .62S 093 1.780 1.750 .790 3.88i98 An LOW THRESHOLD I1--1.858 A82 8970Ke 1.030 �3R75� An 1.275 Y S +�+ zg 4.000 •� 4A90- .093 HINGE CAP .250 �i.89S g+ DOOR HINGE STILE ® 1.1'0. 8M3 28 HIGH SILL ADAPTER YM -193 I-,oa $ .882 ® DOOR TDP/BOTTOM RAIL TM -32994 TM -32999 0.128 2.000 ° � e 3.860 0 7.689 � o1l 1 ° I °o �,10p INSUL GLASS PANEL ADAPTER 2.157 43M. TM -194 L 1.885 s3o .825 9--1 I2.040 .L ---.187 .f4 .082L .086 ........_._. 4.� 4.6" .093 1.750 t'S7 .3375 .075 .826 4.6� ° 2.126 O FRAME SILL (STD.) is 'H' MULLION SILL COVER BA5797 TM -121A ® TM -180 2.625 ADAPTER GW -31828 ACTIVE LEAF LOCK STILE TM -172 BUTT HINGE fWAN t ?ARV=pWEATHER-STRIP 082 �y/tj•5tdel .998 � 4.000 r::t ' AHMAD • ^� N 95387699'[•;..• 1 �" i,ggg .188Y.0062:4::.838 ;. .•t'. at° b s wu n : n yo i 4.888--y .093 .075 I 2.040 1.750 3.790 t,gbq .t2S ,.257 776 .090 LI ; ._1.799 k--4.000 62s 1.760 DEUTE GLAZINGM-115 D (LAM. GLASS ® INACTIVE LI OCK STILE $1 REfNFTM- d2 BAR ALT. DOOR JAAteS/SO)ELiTE 'FRAME ALT. FRAME COVER Ap SA W11-03 ahf6t T of B 0.000. • • 0000•• • •0000• • • 0.000• OR a YYYYYY T8V18 O/18: 5-249 AWY d1FSiM Mt II 9DE1m UU t ) NN � N Wp� N1� 4 At yy u O m V �. m D Of w Nrr O f0 m• Y V OI w A 3 A W ® to (q D N N Y -I • I V N$ p. 1' i 1 1 / TEI.. (954) 781-9430 FAX (954) 787-5978 �.....n......,.»... g 1 1 i0 • 1 D T A 16, y v ysys ro p y> N N O y W Ns)A s F� N r yy y N N O A y y I+w O P' O tGM rC' JOS y Lqu6' ^ X ^ m• 1%i F j i FIs k i iis YY m m a a m m ai m m �m 5 1 Qs N9 -In -j g a oma 6a-,0-11 T8V18 O/18: 5-249 AWY d1FSiM Mt II 9DE1m UU t ) AJrFA RooQ coRpor:anaN a 9/8' ea ,- a 69.2,.,, RLV. PER E,vC e Kiwiq6 6 Rag Safi T.00Hrs �+. & dEVO.OPMEM' 1285&W.87 AVE IIM66 601 N.W. 12TH AVE. •RAMI, FLOYWA 93174 p POMPANO BEACH, FL. 33069TRL MOM �z��� t (il ? m. M. TEI.. (954) 781-9430 FAX (954) 787-5978 �.....n......,.»... ,,,,... 0000. Zfill 9 Q n aha oz-io-�i revts ons: SERffS 249 NA OUh9 w i/ scam $ ! ( ) AL-FAROOQ CORPORATION a A 03.24..11 Rev. m ow Comm=S T.M. 1NINDOWS LLC. ENGINEERS APRODUCr DVELOP� ENT o s VE oiaair:, uo a sxur i 601 N.W. 12TH AVE. WAR%moa3317a ;O p a. er HA1eD j POMPANO BEACH, FL 33069 MCM2S44U o FAX ��,9�g w W 9 ant br. 70.. (954) 78t-4430 FAx. (954) mi -5078 rnsm—ann�un,rsxnn .0000. 0.0000 . ...0.. 0000. ....0 0000.. 0000.. 0000.. 3/8° MAX. !1! ^U SHIM �Y O110 X 1-1/2° FH SNS :-3/8° MAX. Q E 1 FOR SSPE F 1 s_ P vENr WIDTHg 6 28Y 0 BUCK Ut WOW UCTURR D. PG. ANCHORS t 6 t 2 SEE ELEV. a 1 0. T., 4 IB FOR SPACING g 'A �rSS 21l. 'o n g TYPICAL ANCHORS] DL OPG. (FOXED) FOR SPACING S.N. WINDOW WOT14 LEAF VOM mvm OPTIONS SfEU 8 rn •• DOOR FRAME WIDTH " SEE LOCK OPTIONS SKEET S d 3/8° MAX, O O 3/g• MpX• SHIMq D1 sHiM r2C�^.� tBY 3$ METAL 3 3 .WOOD 8lX'JC � Z O.. m STRUCTURE ACTIVE LEAF IB TYPICAL. ANCHORS . �.._....._._._....--� SEE ELEV. 16 FOR SPACING 21�!w8hbep TYPICAL ANCIwRs t7 18 EXTERIOR 8 >• FOR SPACMG•AwA D.L OPO. Yan/r, • • • • lEAI• Wlt�ht • • • • • Ifl�p a ' a • • • • • •<m siN L� M •OPERATDIG• MLTs :K/ %,A_ wDw, •• • • • • • • • • • ' • • • • • • • • • drawing no. •.. ... • • . W11-03 A0W it street 3 of 16 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • • •• •• • • ••• • • 1.837 .�2 —� .625 1.879 1.1 FRAME HEAD 746 ••• �-.130 • • .836 • -'( • • • 4100 17.1 FIXED RA1l RONF. .. 1TSM 8 PARD 9 1.1 OW -31788 • • t M-117 • • • �• • • • 311 • • .37ljF • • "•-' • �• • OW -38123 250 000 • 8.1. TM -113 6.1 TM -112 7.1 OW -31802 a 40LASS $TOP .J�[" • 08.1 TM -115 • 1 - • • • • • • • 9.1 - • • • • s • • • • • • • • • • 1 - 11.1 - 1a.1 - 1&1 WV -3045 14.1 W432O1 15.1 W4301 1&1 - T17.1 - 18.1 - ` ��S.H.WINDOW W W `-' RM. DS80RIMON 1 FRAME HEAD a FRAME JAMB 1 FRAME 50.1. 1 FlXFD MTD. RAIL 1 STD. VENT TOP RA& 1 VENT BOTTOM m...._........_.6083 2 VENT JAMB 2/VENT SMNQ LOADED EMRESS LOCK • e" :ROM OM .2/VENT LATCH LCCK . 8' FROM ENDS AS READ. OIAZIHG SLOP ANGLE � 2 ... VENT SLOP (5-1/4" LONG) 2 SP87AL BALANCE a VENT cA1mE AS REDO. B" WEATHERSTRIP A6 REGO. FM SEAL. WEATHERSTRIP AS RM. FIN SEAL. WFATHERSMP 1 FRfWE/VENT AS&]l�.Y SCREWS - FM RAIL RBNFORCINO - DOOR STILE REINFORCING i MATSMAL MAW /SUPPUIDR/M MAM 6083 -TB - 6063 -TB - 8083 -TB _ 8063-T6 6063-T8 -T8 I- 8083-T6 - 8083 -TB - CAST ALUM11AR6 PIgS((C _ - CALDWELL PtAgnO - wm - .......... WOOL. - WOOL CRS 810: 1" P.H. SMS ALUMNI UM - ALUMIMIM - COMPONENTS •1- 1 Q Y Q ii Ems'. Q Q 0 $ W ggbQQS � Ly a 750 1.749 .937 4.1 FIXED MEETING RAIL • • ..---.... • ,Ogg 2.541 L .140 1.983 18.1 DODR STILE REW. _ � 1.780 .940 1.125 1.562 ® STD. VENT TOP RAIL 7.t SASH SCE RAIL i II Z z 877 VENT TOP CORNER 767 .882 .062 .874 .may L,.489 ERWE TOP CORNER c 0 SASH LATCH a.t FRAME JAMS i %.. • C(. • ... FLA.'Al' 70882•'. C.AY�L �S3f�, Pb •/ , ,. . a pli a d o m .662 2.080 2.826 .082 2.290 1.382 .060 725 2' d g •0 n e.t VENT 1.750 BpTtQA/ RAIL T7-1"7-4 3.t FRAME SILL i i 18. FRAME amom coRNER lc j VENT BOTTOM CORNER drawing no. W11-03 sheet f o f 8