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WS-14-183Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214531 Permit Number: WS -1 -14 -183 Scheduled Inspection Date: July 01, 2014 Inspector: Rodriguez, Jorge Owner: LAGOMASINO, JUAN Job Address: 1021 NE 93 Street Miami Shores, FL Project <NONE> Contractor: FAB INTERIOR & EXTERIOR INC. Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050150070 Phone: (305)751 -4447 Building Department Comments REMOVE AND REPLACE EXISTING DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed 4E1, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 206455. No acces no one home June 30, 2014 For Inspections please call: (305)762-4949 Page 9 of 22 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 BU DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: \ OZ , N e v Qk- 11 JAN 3 0 /14- ; FBC20AP Permit No. I } Master Permit No. L Si' k t r.,,3 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11 -32.05 -. 01 5 -- 00.10 Is the Building Historically Designated: Yes NO / Flood Zone: OWNER: Name (Fee Simple Titleholder):_( 1U ` L.tL Oy4Q.,tNO Phone #: Address: \ Cf 2 l LJ �p CSC. i.-- City: Vuli�` e 5 State: V L Zip: 3 31 3 Si Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 1 N� �V ti e� �� 'ter `i�'� Phone#: M (Q s t -0 3 �i 0 Address:. � . U t'r" -2 ti <00 � 6\0-9A � � 3 city: . \0JAA\ State: Zip: 7 3 t 3 2 Qualifier Name: .Ffc- > 0 C l n l'NO ' Phone #: A (0 -2S I -03 ki O State Certification or Registration #: CC'C„ 1S 0 (p (p IS Certificate of Compe ncy #: Contact Phone #: Email Address: O o OC 'IA V"tEi ) rt )(4cJ10 yr • ( DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ). ("1 CO Square/Linear Foo�e of Work: DNew GdRepair/Replace ODemolition Type of Work: ❑Addition DAlteration Description of Work: ov.e 4- it Q Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ^ TOTAL FEE NOW DUE $ ij , Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 CONDMONERS, 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 app and a reinspection fee will be charged. Signature wn or Agent The foregoing instrument was acknowledg d before me this day of who is The foregoing instrument was acknowledged before me is , day of e s who has pr . . uced who is p'rs As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: a, LLa�iwL �L i a rm My Commissi n Exp' i 1> ' MY COMMISSION #FF026535 EXPIRES June 11, 2017 •,9jt;OF.�OP (407)398 -0153 FlorldallotarySery ce.com * ******* * ***** *** .*40F*N`* ** $4** ** **+B********** NON+N**M+M********** as identification and who did take an oath. NOTARY .;UBLIC: Sign: Print: My Commi APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) • Vo !fir Y... DESIREE RAMOS • MY COMMISSION #FF0255355 1N P = EXPIRES June 11, 2017 (40 398.0153 FloridallotaryService.com ' �T .�TT.�TTTTTT+FTTMT+I.+J..F+F� Zoning Clerk �0Tow LoTokio 2� tie q3af( s1-- M•ATtil SfoPS,vL33a aaa WS (face O O I MASTER BEDROOM SHWR / M. BATH DEN I I KITCHEN TLAUNDRY as it 0 l$� Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT //7A7 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS FAMILY ROOM ® - o'a'f.. eife LIVING ROOM LL u EXISTING FLOOR PLAN BATHROOM GUEST BEDROOM Mal MC k14E O sove tolrfo �ac.k.�4.oC7(. lace nor rye► CITY COP n n 01 4 8 F GRAPHIC SCALE BUILDING IN1rORMATI N Imign Wind Speed Ultimate Unmet Wind velocity (mph) Nominal Wind velocity (mph) 175 135.6 Exposure C internal Pressure Meld above gromd Os) -(PO standard Wall Height- (It) Mean Roof Height (b) (R) Building Width (it) Building Length (R) bar Slone 01:12) loaf Angle (degrees) at Eden Grin GO End Zone gt) ?arapat Alm Roof Perimeter OO End 0.0 9.0 12.0 59.0 S0.0 4.0 18.43 4,90 9.60 WNDLOADCALC.00n Windloadcalc.com Your Window to Success ASCE 7 -10 Version 7.1 2004 - 2012 Building Permit Edition Wind Load Program JOB INFORMATION Client LAGOMASINO, JUAN Add:nes 1021 NE 93 STREET, MIAMI SHORES, FL Company lab Number 14001 Pmparer TOPOGRAPHIC FACTOR HIS Shape Hat -No En H, (R) IA, (ft) 0.0 0.0 a, (ft) 0.0 0.0 WIND LOAD DESIGN INFORMATION APPLYING WIND LOAD FOR: FRENCH DOOR • ZONE OPENING ELEVATION (feet) WIDTH (feet) LENGTH Ree° EFFECTWE WIND AREA (eqn) Ultimate Wind Load Pressorea MAXIMUM POSITIVE PRESSURE (pd) MAXIMUM NEGATIVE PRESSURE (psi) NOA Approval Number Max Pressure Per NOA Manufacturer Model Number 4 4 5.7 6.9 39 58.0 -63.4 12 -030835 +80/ -90 T.M. WINDOWS LLC =HES 230 www.wIndiaadaale.00n ck.-'%- A'u° ..?"" 611 I4- 1282014 Pagel 5 9i�ap qh p PLAN BUILDING INFORMATION Ultimate Wind Velocity (mph) 175 Nominal Wind Velocity (mph) 135.6 Exposure C Internal Pressure Enclosed Height above ground (z) -(ft) 0 Standard Wall Height- (ft) 9 Mean Roof Height (h) - (ft) 12 Building Width (R) 55 Building Length (ft) 80 Roof Slope (x:12) 4 Roof Angle (degrees) 1543 (a) Edge Strip (ft) 4.8 End Zone (ft) 9.6 Parapet Along Roof Perimeter (ft) 4,731 Wndloadaalo.00m WALL INFORMATION WALL PRESSURES WIND LOAD FM ZONE HEIGHT HORIZONTAL DIDINNSION EFFECIIVE WIND AREA ( ) Ultimate Wind Load Pressu res MAXIMUM POSITIVE PRESSURE (psi) MAXIMUM NEGATIVE PRESSURE (psi) MAXIMUM POSITIVE LOAD (pounds) MAXIMUM NEGATIVE LOAD (pounds) Interior Wall - Normal 4 9 45.4 409 48.3 -53.7 19,748 - 21,953 Exterior Wall - Normal 5 9 9.6 86 548 - 67.4 4,731 -5,826 Avg. Load on Wall 4 & 5 - - 495 51.5 -60.6 25,515 29,983 Interior Wall - Parallel 4 9 70.4 634 47.5 -52.9 30,094 - 33,514 Exterior Wall - Parallel 5 9 9.6 86 54.8 -67.4 4,731 -5,826 Avg. Load on Wall 4 5 5 - - 720 51.1 -60.2 36,813 - 43,318 Windloadcalc.com ® Your Window to Success c Values of Symbols Building flinty; S Value a 4.8 End Zone 9.6 Kh 0.81 Kz 0.85 qh 53.97 qz 56.57 zg 900.0 q 9.5 V (ultimate) 175.0 V (nominal) 135.6 I 1.0 Roof Angle 18.4 Gcpi 0.18 GCp+ (Wall - Zone 4) 0.83 GCp- (Wall - Zone 4) -0.82 GCp+ (Wall - Zone 5) 0.70 GCp- (Wall - Zone 5) -1.07 Cp (Roofs) -0.4 Reduction Factor 1.0 Exposure C Topooraidde Factor Va Symbol Value Hill Shape Flat - No Hill Kl 0.0 K2 0.0 K3 0.0 Kzt 1.0 p 0.0 gamma 0.0 H 0.0 Lh 0.0 x 0.0 z 0.0 Tonoarauhic Factor Eqn. 6-3 (ASCE 7) Kzt (1 +K1 *K2 *K3) ^2 Note: *The symbols that are not shown are included in the calculations, but due to the fact that they are not the sane for each case (for multiple effective wind areas) they are not listed above. www.windloadcalc.com 1/29/20146:36 AM LAGOMASINO WAND LOAD.xlsx MIAMI. COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadegov /sera! T.M. Windows, L.L.C. 601 N.W. 12th 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 (AID). 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 pr uct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testi and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their juri diction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product ontrol 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 "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT; Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision 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 Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34 -1/2" and the max sidelite width not to exceed 37 -5/8 ". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 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 and there has been no change in the applicable building code negatively affecting the performance of is product. TERMINATION of this NOA will occur after the expiration date or if there h been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NO as an endorsement of any product, for sales, advertising or any other purposes shall automatically termin a this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06- 0327.02 and consists of this page l 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- 0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06- 0327.02) 2. Drawing No. W02 -77 Rev C., titled • Alum Outswing Door•w /sidelites ", sheets 1 through 7.of 7, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06- 0327.02) 1. • Test report on 1) Air Infiltration Test, per FBC,. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 • along with marked -up drawings and installation diagram of al 'num outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL-5 58, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of al inum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29 /02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02- 1016.09) 2 Additional referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06- 0327.02) 3. Glazing complies wI ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24 /12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03-08 -2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06- 0327.02) 3. Lab compliance as part of the above referenced test report.; G. OTHER 1. This NOA revises & renews NOA # # 06- 0327.02, expiring on 12/26/17. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by. BCCO. 15 tuti Isbaq 1. Chanda, P.E. Product Control Examiner NOA No 12- 0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E -1 ANCHORS AT MTG. STILE ENDS (5) RECD. . FOR WOOD INSTALLATIONS (2) RECD. FOR CONC. /METAL INSTALLATIONS SURFACE APPLIED FALSE MUNTINS MAY GE USED 71 5/8° FRAME WIDTH fr 13° MAX. HEAD 28 8/8° D.4 OPG. 34 1/2° PANEL WIDTH ( XX ) LOCK /• \ OPTION ACPIVE 8° MAX. HEAD/SIU. CORNERS 28 8/8° D.L OPG. 34 1/2° PANEL WITH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHU11tHS ARE NOT REQUIRED. SERIES -23Q ALUMINUM OUT —SWING DOOR W/ SIDELITE$ APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LIES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. ANCHORS AT MULLION ENDS (8) REDD. FOR WOOD INSTALLATIONS (4) RECD. FOR CONC./METAL. INSTALLATIONS SURFACE APPLIED FALSE MUNTNS -\ MAY BE USED TYPICAL ELEVATION ANCHORS AT MTG. STILE ENDS 149 3/8° /(2) RECD. FOR CONC. /METAL INSTALLATIONS FRAME WIDTH if° 3° 8° 13° MAX. 101 ii I) I t .. i - HEAD/SILL it: I I ii - _ — ii LI ____ 1- - 1 O II - n n II II - -_ - a - -- -- O 11 II n n H _1 -% /O / / :,........,:w==.,..... ter' \ u a \ n \ == = \i IN- AWTIVE U\ u // / _ = == / \ \\ \ LOCK \ N oP1O �1 .., '' S / r / / o'm / / ACME / -.- — ,, I II 33 3/8° 1 25 1/2° 1 II 25 1/2° II I 33 3/8° D.L. OPG. 1 1/4° D.L. OPG. 34 1/2" D.L. OPG. 34 1/2° D.L OPG. PANEL WIDTH 37 8/8° PANEL WIDTH 1 1/4° 71 8/8° 37 8/8" SIDEUTE WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WMTI THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). tBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 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 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. DOOR FRAME WIDTH ( OXXO ) JAVAD,AHMAD g SI 8° MAX HEAD /SILL CORNERS ILODUCTk&YUlrij; 1111 yboewNUBa a Aadplaw LziCB OWIMMOseRNALa. 4.573,7' I, X17 LAMINATED GLASS LARGE MISSILE IMPACT , z O A drawing no. W02 -77 (sheet 1 of 7 37 7/18 ° 78 1/4° MAX. 115 3/t8° MAX. MAX. (x) 71 5/8° MAX. / \ \ (Xo ox 110 1/2" MAX. (OXO) (xox) 149 3/8° MAX. Rt1 . n Li 110 1/2" MAX. (OXO) (xox) 149 3/8° MAX. Rt1 . • r II / \ \ \ 1 / i xXO ox APPROVED CONFIGURATIONS MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (Foil SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RttthiANCE IS REQUIRED LRAM EXTERIOR(+) LOADS AS FOLLOWS 1 -5/8" THRESHOLD = +53.3 PSF 2 -5/8° THRESHOLD = +80.0 PSF 3 -1/2" THRESHOLD +9 0 PSF or -!^o ?SF 'toe" 37 5/8" MAX. (OxxO) (0) 3/18° HEAT STREN'D CLASS 090 MTERLAYER SAFLEX GO BY 'SOLUTIA' 3/18° HEAT STREN D MASS 0.480° OVERALL LAM. GLASS GLAZING DETAIL (DOOR LEAF) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 0.480° OVERALL LAM. CLASS GLAZING DETAIL (=ELITE) Vl MUC4'I$NVWI:$ ra Mrn.wedea Wrath* Sas NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. emu 8 8 4 6 ct- za NR 0 C i33'o s m u 1s drawing no. W02 -77 (sheet 2 of 7 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 'BY WOOD BUCK METAL STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION & MUUJON ANCHORS SEE SEPARATE NOA EDGE GIST gq TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 2'MIN. BOLT PENETRATION WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCRORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fw177 K51. Fy 185 1(51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/4° MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIAL SELF ,DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8") INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTAL INTO CONCRETE AND MASONRY 2 -1/2° MIN. INTO WOOD STRUCTURE I° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS to a 3000 PSI MIN. C—SO HOLLOW /FILLED BLOCK AT JAMBS I'm .+ 2000 PSI MIN. 3 ROWS REM. FOR DESIGN LOADS ABOVE +53.3 PSF RECD. FOR DESIGN LOADS ABOVE +80.0 PSF #8 SMS AT 12 D.C. #8 SIAS AT 12° O.C. easaucragvasro Momelseet MwitiAMIN h- DOOR DETAILS ALT. ALT. 3/8' X A 2-1/4° FROM SLL ENDS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/8° X 3 8° 1/2° FROM . v ° SILL ENDS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PIA, PE. 7059i FAN' 3i9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING drawing no. W02 -77 sheet 3 of 7 lYPICAL ANCHORS SEE ELEV. FOR SPAaNO miiwu 2 I I 4 4 a Ss 9 E n 1 drawing no. W02 -77 (shoat 4 of 7 ) �I nn -- m 1 r BFI ��- Ir SIDEUIE WIDTH 11/4 ® OPTIONAL LEAF WIDTH HINDS ASSEMBLY DOOR FRAME WIDTH OVERALL FRAME WIDTH SIDELITE DETAILS 'r 1 FIR.. R8 A 792 V z Y drawing no. W02 -77 sheet 5 of 7 ) ( , �U • 1 1+-3.000-1 .062 i1 ITBN # PART f QUANTITY DESCRIPTION MATERIAL NANF. /BUPpL1IR/REMARKB 2.125 1 TN -38* 1 FRAME HEAD 8083 -T8 - 2 0W 288I5 1 FRAME SIlL 6093 -T8 X 8 a 8 I ,1`, C2 W iMd 6& is °�%�` 4 ,8 �Ti' 2� I� L° 41110 elt 0 ta K. aj 2 8 � 1.773 ' 21 OW 37319 1 ALT. FRAME SILL 8063 -TB - .125 0.310 OW 87888 CENTER HINGE 0.572 28 TN184 - 1 ALT. FRAME RU 8063 -TB - 3 OW 38572 2 SIDELTIE FRAME BOB3 -713 - -�T'J� P. 36 TM175 2 DOOR JAMB 8083 -T8 - 1.848 FRAME HEAD _ 114-038 4 OW 38048 1 PANEL LOGIC STILE 8083 -T5 - 2.129 ° ' 4A TM172 1 ALT. PANEL LOCK STILE 8083 -TB - 5 OW 38935 1 PANEL HINGE STILE 13083 -T5 - 0248 0.972 OW 37889-A OUTER. HINGE HINGE PW 8 TM -081.. 2 PANEL TOP/BOTTOM RAG. 8083 -T5 - 2.125 7 OW 31828 4 WEATHERSTRIP ADAPTER 6083 -T3 END OF DOOR STILES (TOP/BOTTOM) '2.185 - - - 8 OW 378896 2/FENCE ASSY. TM OUTER BUTT HINGE 6083 -T8 DOOR PANEL/FRAME HINGE SIDE 3.000 I. 1.012 9 OW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6083 -T8 DOOR PANEL/FRAME HINGE SIDE 0:012 �, I22 10 OW 32222 2 DOOR LOCK INSERT 8083 -T8 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8° T N. CAP ALUMINUM 3° LONG - .062 1.843 � .. I 4843 - 18 4037 AS 10:ttb. °ULTRAFAB° CENTERPIN WILE E WOOl. LOCK SNES, JAMBS. HEAD. SILL 18 - 1 /HINGE 7/32°0 HINGE RN STEEL AT EACH HINGE ASSEMBLY 3.681 21 - 2 /LEto 0/2°0 THREADED ROD, WASHER & NUT STEEL TOP /BOTTOM END RAILS t 96 . T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781 -4430 FAX. (954) 781 -5073 ,�I - 1.503 - @70 % 5/8° HINGE 'N' 0 X 5/8° F.H. SAPS 22 SERIES 400 1 KWOfSEf IONO9i0Cif - ACTIVE LEAF 23 SERIES 80D 1 89315 T OEADB01.T - ACTIVE LEAF SIDELTTE FRAME OW 38572 I.S00 - DOOR JAMB ® 72175 24 - 2/HINGE ASSY. HINGE BUSSING PLASTIC HINGE ASSEMBLY 28 - 38 DUST PLUS (OPTIONAL) pIASDC DOOR JAMB INSTALL. SCREW HOLES 28 - AS READ. 910 x r P.H. 9015. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MI%I. CUPS m�W'f t I11�� I'I �JJ 7.689 27 - 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 1.974 .790 - L �� 29 1 SILL ADAPTER (I' X I' X 1/18° TUBE) ALUM - �I 30 1 SILL ADAPTER (1/2 X 1° X 1/10° TUBE) ALUM �75 3,000 .1529 A6E 31 TM -075 1 LOOK STILE REINFORCEMENT 8063 -75 FULL LENGTH ®DOOR LOCK STILES WEATHER-STRIP OW-318213 ADAPTER I� 34 TM -054A 2 MUUtON 6093 -15 BETWEEN DOOR/SIDE LITE JAMBS 35 OW 31958 4 GLASS STOP 8083 -75 SIDE UTE GLAZING PERIMETER B 1 p 0 .128 2.000 37 OW 38737 OPTIONAL 0.0. DECORATIVE 20192242 8083 -13 DOOR PANEL PETER 37A TM -155A OPTIONAL 0.0. DECORATIVE MOULD 6083 -T8 DOOR PANEL PERIMETER .415 1.750 - .-. € S LId $ DOOR TOP & BOTTOM RAIL. TM 081 HINGE ASSEMBLY 3375 280 DECORATIVE MOULDING o GW -39737 4.7 4.753 b -0I-�� 3000 f29 a6E se9 )-075 �j 2.040 f 2.040 I 1 - - -- 1.750 .187 .125 nn L7S0 .- -_ ...790 - - 14100 �°'' _ .082 - - t000 � I Loco _L750_ ^-I-1 I A89 9� 0 1 �- L. MOULDING I� l f 14 ro •I ° _1,1 5 .068 - .068 - SILL ADAPTERS 4JW0- -I DOOR LEAF STILE 4 OW 38048 4.000 ALT. DOOR LEAF STILE ® TEI172 I-RI DECORATIVE TM -155A By DOOR HINGE STILE C7N -38935 MULLION TM -054A 0 < m 0 {C .fe MS i •4 °. •- -••- .g -• li 1.157 .I I r- _. -_... .500-^i_- F I I 3.790 1.213 .640 1.157 j i ' 1 1EI9 0 0 - 062 2.995 I 0 . . FiA. PE 4, ___79892: C.Ai uAa { •) � ` �l� ' i' .Q(�.12•. No Plaids �+�1�e TN 2- . . .ew 1L�x RP .irrw ' ... 4'W4 , �_ a0p1- 640 �I T-7 - l .699 .629 7- -� 1 1��4 4 t --.429 1.062 1 drawing no. W02 -77 f � �,. .6Ix5 1' --Lee0 - A4S GLASS STOP GW -31958 1 �I-- I II I�9 I a°0° STD. FRAME SILL GW -28815 3.000 -W ® ALT. FRAME 9 LL --- 3.000 -- o ALT. FRAME SILL 31 LOCK STII ��I7FORCEMENT sheet 6 of 7 SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. HINGES: 7 -8/8° LONG ALUM BUTT HINGES, AT 11° FROM EACH END AND ONE AT MIDSPAN OF LEAF. ,LOCKS; OPTION #1, STANDARD STEEL. THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -1/2" OR 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38°. OR 39 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(%) DOORS OPTION in MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2° FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) ®12 -28 X 2 -1/4" OH MS METALLIC STRIKE PLATE AT 34 -1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" EN SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2° & 78 -1/2° FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2° FH MS AT E INACTIVE LEAFS BE ENCASE PERIODS OF HURRICANE WANING) FRAME TOP CORNER SIDEL.ITE CORNER FRAME BOTTOM CORNER C pN 8 1011111.11edla AsolOososTaiftf- fyIsmikm N n a m 0 d owing no. W02 -77 sheet 7 of 7 )