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WS-14-1528M Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC 20 Permit No. W ._ I Master Permit No. ROOFING JOB ADDRESS: \Z\y J\1S qf' S�4�- t City: Miami Shores County: Miami Dade Zip: 333 V3? Folio/Parcel#: \N' 3Z -0S a ®-z:,� " 04 Zo Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): We ., t S�ejV� � �1icn�� Phone#:��T'ti®Zs. Address: l ZI LI /VE .7w 51 City. mf mmi 640 -G S State: Zip: J°a 317j� Tenantazssee Name: Email: crz- m2\G-A CONTRACTOR: Address: ClSkk `(gr_ -noo W3 City: �c�ih� '� State: ____zip: Qualifier Name: ffl IG�trA 2,1 m6co,,tt�:, Phone#:'754 /M7106 State Certification or Registration #: C61C 15zp9m� Certificate of Competency #: Contact Phone#: '7 7M 7f0 C) Email Address: he 6ffiC&U1nd0L",-S @ cor,+Cc«S'('./1e.•r DESIGNER: Architect/Engineer: ecl� (-N S Phone#:95-i %bel 677 Value of Work for this Permit: $ Z-� i,o Square/Linear Footage of Work: Type of Work: ❑Addition RAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: fapp.i c sl Ins-kal mracaeA VJeMm-j-3 ,,Qk bows Vbr' 13 ®'EenvmC. Q\est i�nw w� ea ra�,na #x d'a GtA'l'1a% 0%J.rt L IQ 4;0-(:;jr Tloe"s- Color thru tile: Submittal Fee $ Permit Fee $ �o �`_'$ 6 ° �g CO/CC $ 50 °-Q Scanning Fee $ '2—k . C )K:) Radon Fee $ 000 8 ` `�7� Bond $ Notary $ Training/Education Fee $ > QZ3 Technology Fee $ � ° Double Fee $� rA Structural Review $ 0 pp TOTAL FEE NOW DUE $ CCF DBPR $ .,% 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will napproved and a reinspection fee will be charged. Owner or Agent The foregoing trument was acknowledged before me this ► day of L tLLI, 20 -1 , by �('G � , wyho� is personally known to me or who has produced iA �T r-ei & As identification and who did take an oath. NOTARY Sign: Print: My Commission APPROVED BY R BENCA MY CQMMISSI®N *FF093497 EXPIRES April 1, 2016 Signature v i Coriitractor The foregoing instrument was acknowledged before me this day of ri , 20 i q, by --#1 / /rl C` who s personally known to a or who has produced as identification and who did take an oath. qPlans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1W009)(Revised 3/15/09) NOTARY Sign: Print. My Commission R BENCA. F)(PIR.1ES April 1, 2010 �1 Zoning A SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: LaJld. Ne cand$�'� /�?;�.c�-� 5X -e5 -53/3-4- Property 3/3$Property Owner's Name: 5'eve, "I,01 `%is��nU- Property Owner's Address I-Liq Nl= -::,IZnd Sof eh&y SSS 7513(T Property Owner's Phone Number: Contractor's Name: Hd �nJ W Contractor's Address: S. x� ��-� rn$�.-•��ae,1r� 1PL, Contractor's Phone Number: RS4 -79L t0c) Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: am not attaching a State Certified Appraiser's report and I pt the use of the valuation of m, property that has been record ypf f4�[a ser's I e. :=otPu 7V'L it .......... c:: Ric •t "= MY COMMISSION #FF093497 SIGNATURES: EXPIRES April 1, 2018 °9 OR 4N 1407) 39"153 FlorldaNOWYS lce.com Property Owner: Date: Contractor: Date: 39"153 RICHARD R BENCA MY COMMISSION #FF093497 EXPIRES April 1, 2018 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: nlr c)2.wJ S-f-e—f Contractor's Name: o , A , , . 3 Property Owner's Na CA-) Property Owner's Address: N7 -IL-1 lye' c Ze"d 5T/ -'t4, Property Owner's Phone Number: �oS 9,z-". LIC,) Z.5 a I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before m his day personally appeared duly swrt;,�eposes and says that he/she has read, aforem.ed conditions. W.2bV , who, being and agrees to comply with all the Propprfy Owl is Signature (© Sworn to and subscribed before me this day of 791Q .2.07. Notary Public State of My commission expires °<""""" -.: RICHARD R BENCA =•I "_ MY COMMISSION #FF093497 EXPIRES April 1, 2018 (407) 398.0153 FlorldallotarySeroloe.com SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: — 01Z �l Zll-! Contractor's Name: t . . _ . 11 Contractor's Company Name: Contractor's Address: Contractor's Phone Number: 9 Sq 73L Contractor's State Registration or Certification Number: C (;1 C r_., �L ®q LAIR Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR. THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF 1 01& COUNTY OFA_1rX&fCZ ' Before me this day personally appeared D duly sworn, deposes and says that he/she has read, unders ands, < aforemen ' d c S. Contractor's Signature Sworn to and subscribed before me this day of A Notary Public State of: _ My commission expires: who, being to comply with all the 41 RICHARD R B ENCA y, ;r1 MY COMMISSION #FF093497 EXPIRES April 1, 2018 ,407) 398-0163 Flerldatin�n�.eo... judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ ] Spread or continuous foundation footings and pilings [ ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings [ ] Attached decks and porches [ ] Interior partition walls [ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings 'Windows and doors [ ] Re -shingling or re -tiling a roof [ J Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub -flooring [ ] Bathroom tiling and fixtures Q,{�f Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ ] Kitchen, utility and bathroom cabinets [ ] Built-in bookcases, cabinets and furniture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment (] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] Security systems [ ] Built-in kitchen appliances [ ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems . ltaQw-m f WW-IW4Wl4 VlbFLAY A5 REQUIRED BY LAW * - e;Eoo -fj jo �r IMPACT WINDOWS & DOORS 10 WEBER, STEVEN 1214 NE 92 ST, MIAMI SHORES, FL 1472 S. DIXIE HWY, POMPANO BCH, FL 33060 1c. EMAIL; HIGHENDWINDOWS@COMCAST.NET OFFICE; 954-782-7100 FAX; 954-366-5369. 11 12 F11 3 2 1472 S. DIXIE HWY, POMPANO BCH,.EL 33060 EMAIL; HIGHENDWINDOWS@COMCAST.NET OFFICE; 964-M2-7`100 FAX; 954-M-5369 LIC # 09-G-1 5171 -X Job Address WEBER, STEVEN -1214 NE 92ND ST MIAMI SHORES FL, 33138 Shores Village APPROVED BY DATE ZONING DEPT CIV of Miami Shores Village WINDOW/DOOR SCHEDULE WINDOWS/DOORS MULLION BARS SPACING EDGE & D.C. SHUTTER 1 53 X 61 3011,00it- Dog . ..... �'g v, 4 REST .. . .. . . . +75.0 -75.0 +40.11-63.6 13-0816.08 A 7/16 114 ELCO "K Mw 4,11 4,10 N N 2 53 X 51 +75.01-75.0 +40.11-53.6 13-0815.08 A7116 114 ELCO 4,11 4,10 4.11 N N 3 53 X 39 +75.01-75.0 +40.11-53.6 13-0815.08 A 7/16 1/4 ELCO 4,11 4,10 4,11 N N 4 74 X 51 +75.01-76.0 +40.11-53.6 13-0815.08 A 7116 114 ELCO 4.11 4.10 4.11 N N 5 144X80 +60.0 1 -60.0 +40.11-53.6 12-0130.08 A 7116 114 ELCO 6,13 6.12 6,13 N N 6 144 X 80 +60.0 / -60.0 +40.11-53.6 12-0130.08 A 7116 114 ELCO 6.13 6.12 6,13 N N 8 74 X 61 +75.0 / -75.0 +40.11-53.6 13-0815.08 A 7116 114 ELCO 4, 11 4.10 4,11 N N 9 37 X 26 +75.0/-75.0 +40.11-53.6 13-0815.08 A 7116 114 ELCO 4.11 4,10 4,11 N N 10 37X 51 +75.0/-75.0 +40.11-53.6 13-0815.08 A 7116 114 ELCO 4 11 4,10 4,11 N N 11 53 X 39 +75.0 / -76.0 +40.11-53.6 13-0815.08 A 7/16 114 ELCO 4 11 4.10 4.11 N N 12 53 X 39 +75.01-75.0 +40.11-53.6 13-0815.08 A 7116 114 ELCO 4.11 4.10 4.11 N N 13 38 X 51 +75.01-75.0 +40.11-53.6 1 13-0815.08 1 A 7/16 1 114 ELCO 4.11 4,10 1 4,11 1 N I N 74 38 38 X 51 +75.0 / -75.0 +40.1/ -53.6 1 13-0815.08 1 A 7116 1 114 ELCO 4, 11 4.10 1 4,11 1 N I N INOTE: OPENINGS# 2,3,8, 10, 11 ARE BEDROOM WINDOWS AND ALL MEET EGRESS JZ Arm 6 5 R �r-,NVTF-D - IFE C Eq =-, 1 - - AUG 0 120% By. _ BY: Rflin-1 Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT C M� ffA-WITH & (DIEWIV S 0 T 0 COM M 0 ALL STATE AND COUNTY RULES AND REGULATIONS • • R, STEVEN -1214 NE 92ND ST SHORES FL, 33138 .._ i 1472 S. DIXIE HWY, POMPANO BCH, FIa,33060 EMAIL; HIGHENDWINDOWS@COMCAST.NET OFFICE; 954-712-7100 VZ?FAX; 954466-5369 DOORS LIC # 09 -G -15171-X City of Miami Shores Village WINDOW/DOOR SCHEDULE WINDOWS/DOORS MULLION BARS SPACING EDGE & O.C. ISHUTTERI 53 X 51 +75.0/-75.0 +40.11-53.6 13-0815.08 A 7/16 114 ELCO 4,11 1 4,10 4,11 N I N 53 X 51 +75.0/-75.0 +40.11-53.6 13-0815.08 A 7/16 114 ELCO 4,11 4,10 4,11 N N 53 X 39 +75.01-75.0 +40.1/43.6 13-0815.08 A 7/16 1/4 ELCO 4,11 4,10 4.11 N N 74 X 51 +75.01-75.0 +40.11-53.6 13-0815.08 A 7/16 114 ELCO 4,11 4.10 4,11 N N 144 X 80 +60.0/-60.0 +40.1143.6 12-0130.08 A 7/16 114 ELCO 6.13 6,12 6,13 N N 144 X 80 +60.0 / -60.0 +40.11-53.6 12-0130.08 A7/16 114 ELCO 6,13 6,12 6,13 N N 74 X 51 +75.01-75.0 +40.11-53.6 13-0815.08 A 7/16 1/4 ELCO 4,11 4,10 4 11 N N 37 X 26 +75.0/-75.0 +40.1 /-53.6 13-0815.08 A 7/16 1/4 ELCO 4.11 4, 10 4.11 N N 37X 51 +75.01-75.0 +40.1143.6 13-0815.08 A 7/16 114 ELCO 4.11 4,10 4,11 N N 63 X 39 +75.0 / -75.0 +40.1 /-53.6 13-0815.08 A 7/15 114 ELCO 4,11 4-10- 4.11 N N 63 X 39 +75.0/-75.0 +40.11.53.6 13-0815.08 A7116 114 ELCO 4,11 4,10 4,11 N N 38 X 51 +75.0/-75.0 +40.11-53.6 13-0815.08 A7116 1/4 ELCO 4,11 4,10 4,11 N N 38 X 51 +75.0/-75.0 +40.11-53.6 13-0815.08 A7116 114 ELCO 4,11 1 4.10 4,11 N N 6 5 7 4cl 's 3- N ' J if 8 i 9 FRONT DOOR 2 -I- 10 14 X 1 ••• ••• • • • • • •• 13 _C • : ••: : • • • • 11 12VT • •• • • • : • • • JUL 1 ��94 •.. :.•. [BY: t!1 Z LijG g P LLI u Lu W Q cl r z U w ' < Q a. z :2 ® o o Lu > Lu ® 0- U c F- c 0 S7 F (z ® G W Q pr, 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4") Mean Roof Tributary Area (sq. ft) Hel ht (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 15 -43.4 -42.4 41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 -44.0 43.0 -42.2 41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 -AA.61 43.5 -42.8 42.2 -41.7 41.3 -40.9 -40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 18 -55.7 -53.5 -52.0 -50.8 49.8 -48.9 -48.2 47.6 -47.0 19 45.1 -44.0 -43.3 42.7 -42.2 -41.8 -41.4 -41.1 -40.8 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 -45.7 -44.6 -43.8 43.2 42.7 42.2 41.9 -41.5 -41.3 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 -46.2 -45.0 -44.2 -43.6 43.1 -42.7 42.3 -42.01 41.7 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 47.1 45.9 45.1 44.5 -44.0 43.6 43.2 42.8 -42.6 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 -48.0 -46.8 -46.0 45.3 -44.8 -44.4 -44.0 43.6 43.3 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 -48.8 47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 30 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1 -44.8 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 -45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 34 -51.0 -49.7 -48.8 -48.2 47.6 -47.1 -46.7 -46.4 -46.0 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 34 -51.6 -50.4 -49.5 -48.8 -48.2 -47.7 47.3 -47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 38 -52.2 -51.0 -50.1 -49.4 -48.8 -48.3 -47.9 -47.5 47.2 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 38 -52.8 -51.6 -50.6 -49.91 49.4 -48.9 -48.4 -48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 44 -53.4 -52.1 -51.2 -50.5 49.9 49.4 -49.01 48.6 -48.3 41 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 48 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 49.6 49.2 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 56 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ('Zone 5') Mean Roof Tributary Area (sq. ft) Height (ft) 10 15 20 25 30 35 40 45 50 15 40.139.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 49.5 -48.6 -47.7 -47.0 -46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 49.2 -48.4 47.6 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 49.8 -48.9 -48.2 47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 50.3 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 .55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.91 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -64.5 -61.9 .60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.900 6.9 •466 52 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -592 ' -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 •47.3 70.8 68.0 -66.0 64.5 63.2 62.2 61.2 -60� -54•n 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 ULTIMATE WIND SPEED (mph) 175 EXPOSURE CATEGORY = C Tables are valid for the following conditions only - I Wind Speed, (V au 3 -second gust) = 175 mph 2 Risk Category: H (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kz): LO (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Engineer for any other conditions Instructions 1 Tables show the 'worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less then 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than, distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 400/6 of • • th•heighsl but tNt lea than• flet • • • • is • • • • 8 &*d tip wet. .losit►ie and negative design pressures • •fol use.% j ir8jI4gover1KV building department • • • • • General Notes • • • • • #00 • . • . I These tables list allowable pressures (%0, given as 0.6+W to where W,su is the wind pressure calculated in accordance with Chapters 26 and 30 • • • • • t of ASCE 7-10 using the ultimate design wind speed (Volt) and the variables given herein. • : • • • • • • • 11lgo.RRltaly signed by 2 These tables are not valid as a site-specific drawing • L • • T. AWLger, P.E. FL 3 These tables apply to walls and vertical surfaces only. Date: 2013.05.21 14 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. -04'00' 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. • • • • • o • • • • • • 6 This document is the work and property of Etnma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. • Dine: • A�iaYst 1, 2013 • • � Nc� Vgjld �tthQut �gna>Vre oid RPtsN[1 Embossed Seal gueam(199) IA'� � � man�anais 'SNI ''3'd'tl1d98 H�+I 'V 07 d7t1 • O9a�Z.�`t - a d7�� _ ZZ = SSL' ��' �,� �k �y 49 6°6T.+ a. dam* CA 91 c;-9Qe ( qq\#+ qb° qu'L';;; = d-�, Vwcp LZ a mz c I LZ r 'SL 07 7c't � � 1; cy'\ Oczo\ n ..•• • . L1 L1 fit_ C� 07 d7t1 • O9a�Z.�`t - a d7�� _ ZZ = SSL' ��' �,� �k �y 49 6°6T.+ a. dam* CA 91 c;-9Qe ( qq\#+ qb° qu'L';;; = d-�, • 0000•• 3�� • 0000•• • •• 0000• 0000 • • • • 0000•• 000.0 • 0000•• 0000•• = CMZ L1 C ��'?CS� •� �s2� • 4 L->o%Svc='"` a LZ a mz c I LZ r 'SL 07 7c't � � 1; cy'\ Oczo\ n ..•• • . • 0000•• 3�� • 0000•• • •• 0000• 0000 • • • • 0000•• 000.0 • 0000•• 0000•• = CMZ L1 C ��'?CS� •� �s2� • 4 L->o%Svc='"` a • EY.l Sit' A�r�4a� c M l4- tJs (:12 DODO DODO DODO.. ...... . _ c� 25� 1 �5EE ; -Z 7CV- � ,, QF,AITICO GA14::)-n6 . 2�3 Y 4)A/ A. MARK SCALA, � STRUCTURAL CA 5838 BOCA RATON, Fl (561) 392-3786 DODO.. .• DODO.. DODO.. 0000. DODO. .DODO. DODO.. .DODO. DODO aacv�, v .� t.�Yaapi �F � t • • • • • • � DODO. C.F'L�,e� ••�•.. DODO LJ' a ...... .0 . DODO . _ c� 25� 1 �5EE ; -Z 7CV- � ,, QF,AITICO GA14::)-n6 . 2�3 Y 4)A/ A. MARK SCALA, � STRUCTURAL CA 5838 BOCA RATON, Fl (561) 392-3786 DODO.. .• DODO.. DODO.. 0000. DODO. .DODO. DODO.. .DODO. v 1✓ �� • _ 0000•• • • 2 Z� -�- �:� 0000.• , sno �, cam-• Cc; �.. a CbLua� Acreao As WAL ER 0000•• • • 0000•• •6090• ••••. 00000 •0000• • ••000• • 0 .0000• 23�c.a CA 5836 BOLA RAM FL (561) 392-3786 98L£•Z6£ (199) -u ' N BMW •OPIa3j�3•d �tl1VO6IW'AY►i '� 3c:,F3 0000•• • • 0000•• •6090• ••••. 00000 •0000• • ••000• • 0 .0000• 23�c.a 91 II F- im UA Von EiitISTI S" xUrTIE-BEAM ,a i M•.. -T [�P�i 2 �44 x it-CONCRETEir-CONCRETE COLLUM 4 INS VERTICAL #34" o/c TIFs DOWEL INTO EXISTI TOP & B 'it X MAPJC P.F. , INC. •SMVhUW ENGtWFA CAS . •� � FL Un 1 i T;' Was, STEVEN 124 NE 92 ST MIAMI SH ORM FL 0000 1 � Un 1 i T;' Was, STEVEN 124 NE 92 ST MIAMI SH ORM FL R AiW) 0 -146 -Dig, 0000 • • • 0000 0000•• 0000•• • • • • • •• •0000• 0000•• • 6006 ••000• • •00• 0000•• • 00000 • +� 0000• • • • •40.0• • • •0.0•• •••••• • • •• • •000 •0008• 6800 R AiW) 0 -146 -Dig, 1 A. MARK SOUA P.C., UW- sTRuctum UWAUR WCA =PAGF- 156x). 86 WIND LOADING ASCE 7.10 RISK CAT 11, V=176 MPH h x = > 2561.85i(S5)(17642)* 57:3 PSF WINDOWS & DOORS IN ZONE 4, Gepb =:+/-.15 WINQM TRIS 4f x 6.75AF 27,0 FTAZ A=27 .-aGco_ --1.2766+.1766 Log A► - -LO2 AP C 5731-1.02-.18) _ -68.8 PSF DESiGNuAP =,: .PSE P = 1.1766 -.1766 Log +45 ,+P = 57.3 (+.93 + .15) .47P5F DES*N APa COLUMN BETWEEN GLASS DOORS _. TRIB = (S.(Y^F x 9.011F) _ 45 FT#12 At 3.3 ACP a -1.2766 +1766 Log Az . . ,+GCP =1,1766 -.1766 Log A = +A8 , -P = 57.3 (-38 -.1 ) - -66.5 PSF WU =+66.5 (13AF) ,s .86 F tf9. U *,86(9)A2/9 a 8e =7»2.545.125 '2 - X2(60)/AS(3)(12)(2) = -61 db Mn = .9(.62 x 5)(5.12S-;62) z 115. k*f b; MU REO, ok REACTION 5 OPSF x 45FT*12.22501b wesEk, STEVEN 12214 NE 92 ST MIAMI SHORF5, FL 0000.. 0000.. 0000 0000 0000.. 0000 0000.. 0000 0000 0000.. • 0000.. • 0000.. • 0000.. •..00. 00.. 0 0 0 • 0. . • osooeo • 08 0 0 008000 8.00.. • 0000 ...... 0000 �v A AK SCALA, temC , INC- smuctum ENONUR CA sm ►TON. FL 1) 392 37 MIAMI•DADE rVIIAMI DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roorn 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (78bJ 315 2599 NOTICE OF ACCEPTANCE (NOM wnw.mismidadea vlioenomv Eurotech Industries, Inc. , • • • • • • ` • • i 0, 4201 NE 12`s Terrace. • • • `• • • • 000.0. • • Ft. Lauderdale, FL 33334 •:0660: SCOPE: 6••• • 66660 This NOA is being issued under the applicable rules and regulations goveming•tft bie of paa ction60:60' materials. The documentation submitted has been reviewed and accepted by Mi ami Lf ade Couhty RER - • • • • • • Product Control Section to be used in Miami Dade County and other areas where jAonred by the Authority • • 0 660666 Having Jurisdiction (AHJ). , 6 000000 This NOA shall not be valid after the expiration date stated below. The Miami-Dadg CAtty Proclup& C6ontrol:6 6 6 6 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) res 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: Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-71, titled "Alum Horizontal Rolling Window (L.M.I.)", sheets 1 through 7 of 7, dated 08/21/03, with revision F dated 11/04111, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may. be displayed in advertising literature. If any portion of the NOA. is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0208.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above.' The submitted documentation was reviewed by Manuel Perez, P.E. rn it:aoE covrrnr NOA No. 13-0815.08 Expiration Date: December 18, 2018 a.,-, [,aaII Approval Date: October 31, 2013 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ease A A. DRWINGS • • e •••• •••••• 1. Manufacturer's die drawings and sections. . °, `• • • e : • • • (Submitted under NOA No. 03-1017.03) • • •: e e e 2. Drawing No W03-71, Sheets 1 through 7 of 7, titled "Alum Hori20ntg1 RoE$n� ; ° ° • •; Window (L.M.L)", dated 08121/03, with revision F dated 11/04/i%ereparetl by Al- • • • • et0 a 0000*sees*• Farooq Corporation, signed and sealed by Javad Ahmad, P.E. a a • ° 9 • 0 00 (Submitted raider previous NOA No. 12-0208.02) :09:0: • e • 0 • ° • • •• 9900:0 e 0 B. TESTS e 9090a 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 a a a0000 0 6 ' • ° a • 2) Uniform Static Air Pressure Test, Loading per FBC, TASK Y0294 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering &•Testing, Inc., Test Reports No. HETI-04-1376, dated. August 02, 2004, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1019.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBG, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1323, dated June 6, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 031017.03) Revision dated July 12, 2007, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1821, dated June 6, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 031017.03) C. CALCULATIONS 1.. Anchor verification calculations and structural analysis, complying with FBC-20101, dated 11/02/11, prepared by Ai-Farooq Corporation, signed and seated by Javad Ahmad P.E. (Submitted under previous NOA No. 12-02 08.02) 2. Glazing complies with ASTM E1300-04 . ' P Manuel, fe., P.E. Product Contr6l Ex • finer NDA No: - 815.08 Expiration Date: December 18, 2018 Approval Date: October 31, 2013 E-1 Eurotech Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4444 D. QUALITY ASSURANCE06. • • • • • • 1. Miami—Dade Department of Regulatory and Economic Resourca&gaR). • • • • 4444.. 4444.. E. MATERIAL CERTIFICATIONS • 04444.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Dg�einours'& Co., Inc.•; • • for their "DuPont SentryGlas® Interlayer" dated 08/23/11, eNitg on 004717. ""• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemiwb Company (MA)4 0 a for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expi:ui= on 4444:. 05/21/16. Goo 40 0 .4060. 404.0 0 0 40.4 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated July 29, 2013, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated November 02, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submifted widerprevious NOA No. 12-0208.02) G. OTHER 1. Notice of Acceptance No. 12-0208.02, issued to Eurotech Industries, Inc. for their Aluminum Horizontal Sliding Window - L.M.I., approved on 04/19/12 and expiring on 12/18/13. Manuel Pere ;1'.E. 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I. n e� ch 4T r m m a n m m -14 m m r; r 1-1-1 e j s3 � 1 e9 kVS s �L K1 = mm[ a O O �1mw 2N 0 I TYPICAL lay WOOD BUCK 18 X 1" so- ALUM P1A,EJ 2" lDRti AT M10. SHIES 1/4AL� Pt 2" U AT MTD. 8TI `YYPM ANCHORS SEE Et.EV. FOR WWNO II,Y CONTFIG, 3= CONIFiG. KO CONLFIG. = CONTFIG 9 9 TYPE SILL RISER ADKERED TO SILL 1VTTH SRI= SEE AOd "P*s PE FOR �'ACUdO {.. °.. .. •: n 'a". a 4 e y 1 a to p P 1 O • to •• � Q ALL FLANGE FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. TYPICAL ANCHOR SEE a" FOR SPAMO �I 1 X 014 ULTRACON BY ',F (Fw177 KSI, "186 KS0 INTO 2BY WOOD BUCKS OR WOOD STWCTURES 1-1/2° MIN. PENEWRON INTO WOOD THRU 18Y BUCKS INTO COMO. OR MASONRY C3 1-1/4" MIN. EMBED WTO WHO. OR MASONRY Z DIRECTLY INTO CONC. OR MASONRY 1-1/4" MN. EMBED INTO CONC. OR MASONRY NN W �; r, I X TEKS SELF DRILLING SCREWS (OWE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MW. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" TWC MIN. (6083—T5 MIN.) _ (STEEL W CONTACT VATH AWMINUM TO BE PLATED OR PAINTED) ,#12 SMS OR SEF DRILUNQ IDREl93 (GRADE 2 CRS) INTO MOM-DADE COUNTY APPROVED MUWONS (MIN. THK. a .090') ix (NO SHIM SPACE) TYPICAL EDGE DISTANCE WTO CONCRETE AND MASONRY = 2-1/2" MW. WTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4 MW. CONCRETE AT HEAD, SII. OR JAMBS f'o 0 3000 PSI MW. g 0-90 HOLLOIY/FILLED UM AT JAMBS Prem - 2000 PSI MIN. ° td •0UPHOLES: $ W1 n 1" X i/4" WEEP H0L1= WITH PLASTIC BAFFLE AT b" FROM EACH END. WOOD fifl1CKS 4�ETff��. UCTIJRE NOT BY EUROTECH MUST•SUSTAW LOADIi IA�PO•BY•0 IN 5?STEM ' 2 N AND 1 NNpf Ed� liEk +T(! THE DUTINf ST�QUCTURE N@W`K$ • PRonrtCRR6WSB� :' FFA PE •70682• Oseompl vdlhUmIRadda on oadrus • • r ADWWNo ItegmtDOD is d8 $ 3 +: • D o//''�J drawing no. y. •; 0 : • W03-71 • • • i • • � • � eheeE of ••• • •• •• �S _o l m m o o V — O N l7 N 0 0 0 rP � !i 0 ! N 4 x j! '! h o PIN l 1. 01 A a � • m oLopi•.• •• •••�' �'•�'. q. 8•' apt' •�� tyy **goo • .00. iX •• • • • s g a oats oe-2t-o3 1°"� ALUM HORIZONTAL ROLLING WNDOW L. tU. AL !FARCOQ CORPORATION � Q °s_ aaakc t/z' a r c zim No awx�e � SNra EUROTECH INDUSTRIES INC. EN610V .W. 7 AVr. uCr o oPnerar: o. w s o �i WIMM Part aW � azs,sw si AVE [ a br rwem a , t.n Nc CKME I= � 4201 N.E. 12TH TERRACE MIAMI. FLORIDA 33:174 �. �(� F Taatt NomaNQE TIM mw FT. LAUDERDALE, FL. 33334 'm-cta•Uas"m FAXCaW2828M V .s P atfN. q. 'IEI. (854) 830-8967 FAL (854) 830--=7 COM1-ML\%)3-•79 Ef91D at�ct-gas+\iNv-dAO3 am -M (*go wj ass --m (.Ks) m ss�asztso�xr� oora•ezSso� ru 'D'££££ -w "-m213dnyi 'Li bczssvamo��wvna 10V� H1.ZL '3'N LOZ4 Bn4 29 SUSEMSM ':iAi! S3reusnaNt Homou 3 yvawdorou�a aanaoaa � S2O3P1RJN3 -- - w x� g Ow * m I .1 - z/c p Q M—W—w wam '3 I mp � � w WN u 8 1 is esta \+ H py O '� � OZ t • ••• • • • "`- P i •• • \ ••• g a ••• ' • • 0 � done oa-Z-4Z moor oR� ALUM HORIZONTAL ROLLING WINDOW LMJ. AL-F•61R� _ ) CORi�RAi6®FE 14.1 O 1 ,/2-m r c ao7 mu so n EUROTECH INDUSiR[ES INC. EdGlNMM&PRoouarDewmotm+E r -- UPAM FOR 20MV7 9238 B.W. S7 AVE 119-1 "As_4201 N.E. 127H TERRACE WBA MI. F MMM 3SZ74.¢ n.1�aa aro s9ut CE 7Eca st q FT LAU�OWAL.E, FL 33334 ro 1 7�sestoo FAX C30M 2626978 ehk. F 11A0.17 GNC nCom TEL (864) 630-9987 Flt% (854) &3Q-0217 'COMP�NI. W03-77E10.'D _way 1 � ��•s � p v m o gggggg a s MAM MI MIA -DADS 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) vow—w.mismicW&,1 ou/perp/ • • WinDoor, Incorporated ""' • 7500 Amsterdam drive .... • . • • Orlando,'Florida, 32832 . • • , • • • • ...... • SCOPE. ...' ...... • This NOA is being issued under the applicable rules and regulations governing the use 4Sr40�tructian materials 00000 The documentation submitted has been reviewed and accepted by Miami -Dade County Pte►•'-Prodtg; Cgntrol ...... Section to be used in Miami Dade County and other areas where allowed by the Authmity kiaving Juriadiction • • . (AHJ). • ; • . ...... 000000 This NOA shall not be valid after the expiration date stated below. The Miami-Dadg Coanty Product Con*91. • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseryMe' righf 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 "7000" Aluminum Sliding Glass Door W/WO Reinforcements APPROVAL DOCUMENT: Drawing No. 08-00638, titled "7000 Series SOD-LMI", sheets 1 through 18 of 18, prepared by manufacturer, dated I I*A 1/08 and last revised on 04/16/10, signed and sealed by Luis R. Lomas, 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. See Design Pressure table #1 (Non -reinforced) and tables #2 & #3 (Reinforced) in sheet 3. 2. Hook strip installation: Requires %4" ITW Tapson w/ 1-1/4" embedment & 2-1/2" edge distance. For installation into Wood requires #14 wood screws w/ 1-3/8" embedment & 5/8" edge distance. See sheet 16. 3. Reinforcement item #32 shall be A1 -6005-T5, as tested. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following. statement: "Miami -Fade County Product Control Approved", unless otherwise 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 this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0519.12 and consists of this page 1 and evidence pages E-1, as well as approval !d6eument mentioned above. The submitted d6cumentation was reviewed by Ishaq L Chanda, P.E. NOA No 12-0130.08 itauane CouNTr Expiration Date: June 02, 7015 Approval Date: April 26,2012 Page 1 q WinDoor. Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0519.12) 2. Drawing No. 08-00638, titled "7000 Series SGD-LMl", sheets 1 through 18 of 1$; paepared by manufacturer, dated 11/11/08 and last revised on 04;16/10, signed at d"waled Whelps R. ...... Lomas, P.E.�•�� .. Note: This revision consists of FBC 2010 update only. " 0000" B. TESTS (transferred from file # 09-0519.12) • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-940 % •: . • •; • • • • •' 2) Uniform Static Air Pressure Test, Loading pjj•;BC TAS -16-94 .... • 3) Water Resistance Test, per FBC, TAS 202-V4 ' ; ' • 4) Large Missile Impact Test per FBC, TAS 201-�4• :00 0' • 5) Cyclic Wind Pressure Loading per FBC, TAB 203-94 ; • • • 0000: 6) Forced Entry Test, per FBC 24113.2. 1.4 TAS 202-94 0000 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210-3533-2, dated 03/25/09, signed & sealed by Gerald J, Ferrara, P.E. C. CALCULATIONS 1. Statement letter of conformance to FBC 2010, dated January 19, 2012, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Anchor verification calculations, structural & comparative analysis, complying with FBC- 2007, dated 05-14-09 and last revised on 04/20/10, prepared, signed and sealed by Luis R. Lomas, P.E. (transferred from file # 09-0519.12). 3. Glazing complies with 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 8 Pius", expiring on 01/14/17. 2. Notice of Accepiance'No.11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butneite PVB W', expiring on 01/14/16. F. STATEMENTS . 1. Statement letter of conformance to FBC 2010 and "No financial interest", dated 01/19112, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Statement letters of conformance to FBC 2007 and "No financial interest", both dated 05/14/09, signed and sealed by Luis R. Lomas, P.E. (transferred from file # 09-0519.12) 3. Test lab compliance statement, part of the above referenced report. G. OTHER 1. This NOA revises NOA # 09-0519.12, expiring on June- 02, 2015. 2. Test Proposals # 07-3931, dated 04/31/2008 approved by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA No 12-0130.08 Expiration Date: June 02, 2015 Approval Date: April 26, 2012 E-1 354 1/2- MAX. O.A. TESTED WIDTH — Rw C sciaallox DATE APPNOVM 60" NOMINAL 53 3/8" C PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. PANEL WIDTH MAX • D.LO D PER DADE LEM DATED MAR. 24, 2010 04/07/10 PLL WIDTH TYP. REINF. i7! POCKET WALL UNDERSEPARATE APPROVAL. TO BE REVIEWED BY 8S 1 4" MAX. AHJ• D.L.O. HEIGHT TYP. 96 3/16" I I I I IIMAX• X I X I X I x I X II P �I sa" MAX. PANEL I I I I I I 1 O.A. HEIGHT HEIGHT I I I 1 I I I II I I I I II I u ij I ij I /j I ij I ij I I ij I N I ! I I II 7000 SERIES LMI SGD XXXXXXP) 6" TO TYPICAL ELEVATION EXTERIOR VIEW PANEL AND D.L.O. FORMULA "'1111 WEEP (6) PANELS SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS PANEL HEIGHT = UNIT HEIGHT - 1 9/16" WEEP SLOT 1" x .1875" APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL D.L.O. HEIGHT = PANEL HEIGHT - 7.9375" TYP. LOCATED AT ALL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. D.L.O. WIDTH =PANEL WIDTH - 6.625" VERTICAL CENTER LINES NON -REINFORCED [oEsIGN-PRESSURt RATING IMPACT RATING NOTES. t45PSF LARGE 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO SILL ITEMS 3 8 & 1 MISSILE IMPACT COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ADDITIONAL SIZES SEE CHARTS SHEEP 3 2) WOOD FRAMING/2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO 7000 SERIES LMI NON—REINFORCED SGD PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/2X BUCK, 2 TRACK LAYOUT 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING mcm, /� �1 r• irz Iii SERIES LMIREINFORCED SID 2 TRACK LAYOUT RFINFORCED DESIGN PRESSURE RATING I IMPACT RATING ,t60PSF MISSILE IMPACT FOR ADDITIONAL 5lLL3_.Stt UHM[, Jnttl J IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND PANEL MATERIAL ALUMINUM 6063-T6 5) UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN GLAZING DETAILS ON SHEET 6, COMPLYING WITH ASTM E1300-02 AND 04. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION IS REQUIRED. 7) APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK OR 4 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. 7MMAMFWfD4n41iRM4 W oor bw_%,. ,wL aM •0 06 •1astma• • A- 7000 SERILP LMI Qp&FO D • • • • & NON -REINFORCED (5 0 x 52 PANEL) LEVATION, HORIZONTAL CROSS SECTIONS AND NOTE DPAft 1aEv T - No.• 08-OOG38• • i • D .. • Mid/,� • Luisa R. Lomas P. E. • Fiorl4a No. 62514 • • •• '_ • • ••• • • • • ••• • • • • • • • • • • • • TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, HORIZONTAL CROSS SECTIONS AND 2 - 3 ELEVATION AND HORIZONTAL CROSS SECTIONS 4 ANCHORING LAYOUT AND NOTES 5 BILL OF MATERIALS r 6 GLAZING DETAILS 7 - 12 CROSS SECTIONS 13 - 16 17 - 18 INSTALLATION DETAILS COMPONENTS IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND PANEL MATERIAL ALUMINUM 6063-T6 5) UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN GLAZING DETAILS ON SHEET 6, COMPLYING WITH ASTM E1300-02 AND 04. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION IS REQUIRED. 7) APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK OR 4 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. 7MMAMFWfD4n41iRM4 W oor bw_%,. ,wL aM •0 06 •1astma• • A- 7000 SERILP LMI Qp&FO D • • • • & NON -REINFORCED (5 0 x 52 PANEL) LEVATION, HORIZONTAL CROSS SECTIONS AND NOTE DPAft 1aEv T - No.• 08-OOG38• • i • D .. • Mid/,� • Luisa R. Lomas P. E. • Fiorl4a No. 62514 • • •• '_ • • ••• • • • • ••• • • • • • • • • • • • • 96 F H ' ' '""Lv TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT x . (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED ED ATT ALL ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER ONES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 7000 SERIES LML_NON—REINFORCED SGD 3 TRACK LAYOUT nlrw_aGlnlcnarcn DESIGN PRESSURE RATING1 359 13/18" MAX. OA TESTED WIDTH t45PSF LARGE 80" NOMINAL 53 3 8' MISSILE IMPACT PANEL WIDTH MAX. D.1-0 WIDTH TYP. / -177 1 // 11 // 177- 1 // REINF. I II I I 88 1/4" I I I MAX. D.L.O. 3/18" I I I I I I HEIGHT TYP. I I II I I 1NEL 0 0 X X X X 981 IGHT I I I I I I MAX I I I I I I I I O.A HEIGI I II I II I I I I L—.6" TO 700 ' ' '""Lv TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT x . (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED ED ATT ALL ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER ONES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 7000 SERIES LML_NON—REINFORCED SGD 3 TRACK LAYOUT nlrw_aGlnlcnarcn DESIGN PRESSURE RATING1 IMPACT RATING t45PSF LARGE MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS SHEET 3 REVISIONS REV NE '�TbN C PER DADE LEM DATED DEC. 21, 2009 0 PER DADE LETTER DATED MAR. 24, 2010 T 1 1 MTE APPRaYEO 01/19/10 ILL 04/07/10 R.L lb" X12-OY3D .OS �blww� 7000 SERIES LMI REINFORCED SQD 3 TRACK LAYOUT REINFORCED DESIGN PRESSURE RATING1 IMPACT RATING t60PSF LARGE MISSILE IMPACT WK AUUIIIUNAL SILL5 5LL UNAKI'.i :SHLLI 3 WinDoor 1KC0ar0anTiM +� • • • • • • 7000 SERIES•LMI ROIRFOR880 • • & NON -REINFORCED (5'0 x 8'2 PANEL) ELEVATION AND HORIZONTAL CROSS SECTIONS TRAM womose • 0:0 M, 'JH 1:00 :08-000580 ME NTS IME 1 /10/08! _ 10MM1200 0F 10 •Luls•R. Lomas P.E. :F11dj No. 62514 • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • WEEP SLOT 1" x .1875" S TYP. LOCATED AT ALL VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 4 TRACK LAYOUT SEE CHART 1 FOR DESIGN PRESSURE RATING FOR OTHER SIZES NON—REINFORCED DESIGN PRESSURE RATING IMPACT RATING t45PSF LARGE MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS ABOVE T REVERM DESOFAM N DA79 APPFOM PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. PER DADE LETTER DATED MAR. 24, 20101 04/07/10 R.L. Balmren Matlrpom tlWIIn Inoaraa Q+Aa�b' oha918 7aooarlr6urmaNtaptrgeam/w6t6ra780o.a17x89 6'l016fl8'A/ riuuau�mrww ala I�IaBM Pw rPsp Po! w Po6 Pad ►NO A4D� eao MO Tao 76,0 Tae 7a a a o 0 0 IM 1 0 Tao L 81 .0 M o Tao 74 78. 89.69 so DOOR HEIGHTS AND WIDTHS SHALL COMPLY 2EMENTS PER FBC 4 TRACK LAYOUT SEE CHARTS 2 AND 3 FOR DESIGN PRESSURE RATING FOR OTHER SIZES EINFORCED DESIGN PRESSURE RATING 353" MAX. O.A. TESTED WIDTH 53 3/8" f60PSF LARGE MISSILE IMPACT 60" NOMINAL MAX. D.L.O II (5'0 x $'2 PANEL) «• PANEL WIDTH WIDTH TIP. 00 •OS -0088$ • • i • p I I I REINF. ter'! No. 62514 II • •• • ••• • I 88 1/4° I I I MAX. D.L.O. 3/16' I I I l I I HEIGHT TYP. SAX. kNEL 0 0 j X X t X I X 98' TIGHT MAX I I I I I I I I I I OA HEIGI I I I t // I I I // I t I // II II If 7000 SERIES LMI SGD_(OOXXXX) 6° TO TYPICAL ELEVATION EXTERIOR VIEW _ I 1M 1,0 W DAMCI C CYMUN I IAII WITCR All IAADCD AC DANCI C IN 1 INI lkAll C11 !`nNCIM IDATInMC IC WEEP SLOT 1" x .1875" S TYP. LOCATED AT ALL VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 4 TRACK LAYOUT SEE CHART 1 FOR DESIGN PRESSURE RATING FOR OTHER SIZES NON—REINFORCED DESIGN PRESSURE RATING IMPACT RATING t45PSF LARGE MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS ABOVE T REVERM DESOFAM N DA79 APPFOM PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. PER DADE LETTER DATED MAR. 24, 20101 04/07/10 R.L. Balmren Matlrpom tlWIIn Inoaraa Q+Aa�b' oha918 7aooarlr6urmaNtaptrgeam/w6t6ra780o.a17x89 6'l016fl8'A/ riuuau�mrww ala I�IaBM Pw rPsp Po! w Po6 Pad ►NO A4D� eao MO Tao 76,0 Tae 7a a a o 0 0 IM 1 0 Tao L 81 .0 M o Tao 74 78. 89.69 so DOOR HEIGHTS AND WIDTHS SHALL COMPLY 2EMENTS PER FBC 4 TRACK LAYOUT SEE CHARTS 2 AND 3 FOR DESIGN PRESSURE RATING FOR OTHER SIZES EINFORCED DESIGN PRESSURE RATING IMPACT RATING f60PSF LARGE MISSILE IMPACT WinDoor veo9uC+r .fie a•9t11 wcoRpoRA'TED 7000 SERIES t & NON—REINFORCED DiaBy ELEVATION AND HORIZC ORA9Ri: •p'G N0. I TdH MK AUUMUNAL DILL.:! DCG UrMlb ADUYC n 0 • • roo,3>I020 • • • Mln. .• % • • w ! II (5'0 x $'2 PANEL) «• 4TAL CROSS SECTIONS 00 •OS -0088$ • • i • p 4Lu1a oR. Lomas P.E. ter'! No. 62514 • �3WF 16 • • •• • ••• • ••• • • • • ••• • • • • • • • • • • 000 00 GO • •• •• 13" MAX. 60" NOMINAL 14 1/2" MAX. O.C. TYP. O.C. TYP. PANEL WIDTH 6" MAX. TYP.� 14 1/2" MAX. 10 1/2" MAX. O.C. TYP. TYP. ..., 6" MA TYP. U W Og�� Q -X. 13 1 I Z z_ UO z—rn VO O 1 15/96." 3 7/8" 5 ~ �� MAX. O.C. m m 8 �3 T 6" MAX. j0 2 TRACK 5 13/118" MAX. TYP. 3 7/8" MAX, �_ �— J— z OE T ANCHORAGE LOCATIONS NON -REINFORCED AND A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL REINFORCED AT JAMBS. (FOR FURTHER DETAILS gt. o��ti ffi TWO (2) INSTALLATION ANCHORS z_ 98" wo NO. • • • • • • • • X08—OO6L68 00 MAX. _ tail of & 6 SHEET 4, TYP. HEAD \`V /SEE 92—ANCHOR CLUSTER DETAIL TYP. WEAR & SILL 8" MAX. 8" MAX TYP'. TYP. \ J Y U W Og�� Q zof a m z_ UO z—rn VO O 1 15/96." 3 7/8" 5 ~ �� Y m m 8 �3 T 6" MAX. j0 2 TRACK 5 13/118" MAX. TYP. 3 7/8" MAX, z /71 /7' / ANCHORING LAYOUT NON—REINFORCED AND REINFORCED UNITS INSTALLATION 4PANEL UNIT SHOWN, APPLICABLE TO ALL ANCHORING NOTES: CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN 1) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO INSTALLATION ANCHORS AT EACH INSTALLATION ANCHOR LOCATION IN HEAD, VERTICAL. SILL AND JAMBS. CONDITION 2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE 1 1/2" MIN. INSTALLATION ANCHOR AT EACH INSTALLATION ANCHOR LOCATION IN HOOK 1 1/2" MIN. STRIP. 3" MIN.3" MIN, 3) FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 1X NON-STRUCTURAL WOOD BUCK USE 3/16" ITW TAPCON WITH 3" MIN. 3" MIN. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO F1 SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 1 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 GA. MINIMUM STEEL STUD USE #10 GRADE 5.WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO 12—ANCHOR CLUSTER DETAIL SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION TYP, 2 TRACK, 3 TRACK AND 4 TRACK DETAILS. NON -REINFORCED AND REINFORCED AT 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. HEAD & SILL (ANCHORAGE IN EXTERIOR SHIM WHERE SPACE OF 1/16" OR.GREATER OCCURS. MAXIMUM ALLOWABLE LOAD TRACKS) BLARING SHIM TO BE 1 /4" 12" MAX. O.C. TYP. MA -r,,.rr, I m I DUMP1ON I DATE I C PER DADE LEITER DATED DEC. 21, 2009 01/19/10 1 R.L. D PER DADE LETTER DATED MAR. 24, 2010 04/07/10 1 R.L. 2 TRACK 3 TRAC 4 TRACK 1 15/96." 3 7/8" 5 ~ �� 13/16^ MIN. MAX. MAX. 1 3/8" ° MIN. 3 5/16 _r „I 5 1/4 i —� MAX- MAX. •• ANCHORAGE LOCATIONS NON -REINFORCED AND HOOK INSTALLATION A+ANCHOR REINFORCED AT HEAD AND SILL. (FOR FURTHER SEE NOTES 2,;K)< 5, 6 DETAILS SEE SHEETS 13, 14 AND 15) & 7 SHEET 4, TYP.4 HOOK STRIP < 9-a 3ac81: «' TRACK TRACK �3 T 6" MAX. j0 2 TRACK 5 13/118" MAX. TYP. 3 7/8" MAX, 1 15/9.6 MMIN. �— J— SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE cam �0 MINIMUM STRENGTH SPECIFIED BELOW: A •"ted T ANCHORAGE LOCATIONS NON -REINFORCED AND A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL REINFORCED AT JAMBS. (FOR FURTHER DETAILS gt. o��ti SEE SHEETS 13, 14 AND 15) TWO (2) INSTALLATION ANCHORS POCKET PER LOCATION (EXCEPT HOOK STRIP) wo NO. • • • • • • • • X08—OO6L68 SEE NOTES 1, 3, 4, 5 . uls ji. Lomas P.E. & 6 SHEET 4, TYP. HEAD SILL AND JAMBS • • p ANCHORAGE LOCATIONS NON -REINFORCED AND 1 3/8" MIN. REINFORCED AT HOOK STRIP. (FOR FURTHER SEPARATION DETAILS SEE SHEET 16) WILL VARY WITH PANEL CONSTRUCTION: 3T AND 4T UNITS ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SQ. DRIVE SCREW AT EACH END, B.O.M. ITEM #47. ALL PANELS HAVE A FIXED GLAZING STOP ON THE INTERIOR AND AN APPLIED GLAZING STOP ON THE EXTERIOR. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO .JAMBS WITH #7 x 1" TYPE F SCREW, B.O.M. ITEM #48, (2) AT EACH CORNER ON 2 TRACK FRAME, (3) AT EACH CORNER ON 3 TRACK FRAME AND (41 AT EACH CORNER ON 4 TRACK FRAME. 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH rimpOCTR6 •• WSJ)U�OQr 739B�D$1V13 • WPL 326320 • • • •• • • • • • • ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS agal* .ifrrlM1. INCORPal>ATISA •a •°•• • 7000 SERIES' tMl RE4NFOR t &NQN-REINFORCED (5'0 x 8'2 PANEL) • • SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE cam �0 MINIMUM STRENGTH SPECIFIED BELOW: A •"ted EPO • • • /6l� A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL 1S gt. o��ti ANCHORING LAYOUT AND NOTES DRAWN: wo NO. • • • • • • • • X08—OO6L68 C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 OR GREATER). ( . uls ji. Lomas P.E. D. METAL FRAMING — 20 GA (.040) MINIMUM THICKNESS (TO BE USED TJH • • p •Fiaelds No. 62314 • • • ,.f e1/flQ • 6SL�A1Y. 11L U/ •• e •• • ••• • • • •• •• ••• • ••• 0 • • • •• •• • • • •• •• ••• • • • ••• 0 0 PARTS UST 04sa>vs NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REv Yt ca PiMN om APPKJm 1 FS -04522 2 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-116 C PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L 2 FS -04531 2 TRACK FRAME JAMB KEYMARK ALUMINUM 6083-118 D PER DADE LETTER DATED MAR. 24, 2010 04/07/10 R.L. 3 FS -04525 2 TRACK SILL PAN W/2 1/2' RISER KEYMARK ALUMINUM 6063-T6 4 FS -04526 2 TRACK SOL PMN W/3 1/8' RISER WfMARK ALUMINUM 6063-T6 43 PJS-7623-09-SN SCREEN ROLLER SULLWAN 5 FS -04529 2 TRACK FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063-16 44 KIAZNG, SEE SHT. 6 FOR DETAILS 6 FS -04511 3 TRACK FRAME HEAD KEYMARK ALUMINUM 605346 45 /8 x 1/4' PH TYPE F SCREW STAINLESS STEEL 7 FS -04.510 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6083-T6 46 18 x 3/4° PH TEK SCREW 410 STAINLESS 8 FS -04506 3 TRACK SOL PAN W/2 1/2' REM KEYMARK ALUMINUM 6083-T6 47 010 x 1 1/4' S0. DRIVE SCREW 18-8 STAINLESS 9 FS -04507 3 TRACK ILL PAN W/3 1/8' RISER KEYMARK ALUMINUM 606346 48 87 x 1' PH TYP F SCREW STANLES STEEL 10 FS -04506 3 TRACK FRAME RLL PAN INSERT KEYMARK ALUMINUM 6083 -TS 49 #10 x 1' PH TEK SCREW ALUMINUM 6083-T6 11 FS -04523 4 TRACK FRAME HEAD KEYMARK ALUMINUM 6083-T6 50 #10 CUT THREAD WOOD SCREW 12 FS -04532 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 51 3/16° RW TAPCAN ITW SULDEK CARBON STAINLESS 13 FS -04527 4 TRACK SOL PAN W/2 1/2' RISER KEYMARK ALUMNA 6063-T6 52 FH -02300 WS SCREEN BOTTOM RAIL KEYMARK ALUMINUM 8083-T8 14 FS -04528 4 TRACK SOL PAN W/3 1/8° RISER KEYMARK ALUMNA 6083-T6 53 FH -02300 WS SCREEN TOP RAI. KEYMARK ALUMINUM 083 -TB 15 FS -04530 4 TRACK FRAME SIL PAN INSERT KEYMARK ALUMNA 6063 -TB 54 GS -VN -07A 3/16° GLASS STOP VINYL VINYL 16 FS -04313 FRAME HEAD TRACK COYER KEYMARK ALUMNA 6063-T6 55 GS-VN-O6A 1/4° GLASS STOP VNNM VINYL 17 FS -04501 RECESSED JAMB TRACK COVER KEYMARK ALUMINUM 6083-T6 56 GS -VMI -OSA 3/4' GLASS STOP VINYL & FIXED VNYI. 1S FS -04509 FLUSH JAMB COVER KEYMARK ALUMINUM 6083 -TS 57 FH -02395 WS SCREEN STILE KEYMARK ALUMINUM 6063-T6 19 FS -03884 HOOK STRIP BASE KEYMARK ALUMNA 6063-T6 58 W332217K0 M .220° FIN WEATHOISTRIP 20 FS -04476 HOOK 90 WALL COVER KEYMMARK ALUMNA 6063-T6 59 W234017K= .400° FIN WEATHERSIRP 21 FS -04477 HDOK SERI' WALL MOUNT KEYMARK ALUMNA 6083-76 60 W333517KDO00 .350° FIN WEATHERSTRIP 22 FS -045M PANEL STOP SILL CDVER KEYMARK ALUMINUM 6063-T6 61 GLASS SE w BACK 23 FS -04332 PANEL STOP HEAD COVER KEYMARK ALUMINUM 60&T -T6 62 SIWFAST 552 GLAZING COMPOUND SIKH CORP. POLYURETHANE 24 FS -04631 TOP AND BOTTOM RAIL KEYMARK ALUMINUM 6083-T6 63 SOICONE CAULK PECORA SILICONE 25 FS -04327 PANEL LOCK/PLAN STILE WIMARK ALUMINUM 6063-T6 64 WEEP COVER/GATE 26 FS -04816 PANEL INTERLOCK STILE LEFT KEYMARK ALUMINUM 6083-T6 65 +8 x 3/8' PH TYPE F SCREW STAINLESS STEEL 27 FS -04515 PANEL KIER= STILE WGM KEY" ALUMINUM 6063-T8 66 a8 x 3/4' PH TEX SCREW STAINLESS SEL 28 FS -04789 MAZE RUR STILE KEYMARK AUM/NUM BD83-T6 67 FS -07209 WS SCREEN SWEEP KEYMARK ALUMINUM 6083-T6 29 FS -04790 LOCKING BUTT STILE KEYMARK ALUMINUM 8063 -TB 68 SOD200 SCREEN HANDLE & LOCK SULNM 30 FS -04505 INTERIOR FIXED BUTT STILE KEYMARK ALUMINUM 8063 -TO 69 FIBERGLASS SCEEN MESH FIBERGLASS 31 FS -04504 EXTERIOR FIXED SUIT STILE KE(MMARK ALU 8063-T6 70 6� SCREEN SPLINE 32 FS -04503 INTERLOCK RENF. BAR, FULL KEYMARK ALUMINUM 71 ALUMNA 3/0' NOMINAL SPACER HEUMA ALUMINUM 33 FS -04312 BUTT STILE/INTERLOCK COVER K£YMARK ALUMNA 6063-T6 72 FS -04791 FIXED PANEL Z-" KEYMARK ALUMINUM 6063-T6 34 FS -04533 9/16' CLASS STOP KEYMARK ALUMINUM 6063 T6 73 X10 x 3/4° PPH TEK SCREW STAINLESS STEEI 35 FS -04524 3/4' 6NASS STOP KEYMARK ALUMINUM 6D63• -T6 OD321320VE • • � inD •moi° 36 5000 SS PDR TANDEM ROLLER SS _ 4MANDO, W �111J00� ��O>P•1.3�� i • /' 37 2180 -NT TRADITIONAL INTERNAL HANDLE ��gap� •�6tx �� ww'IMv4. • �aw� • /�� 38 2186M6 -DM TRADITIONAL EXTERIOR HANDLE Autpt—paw-6l •O� 8 pp �OT ga• i • • • aa 7000 SERIES TMI �RE9NFOROEi • • (5'0 8'2 PANEL) 39 7014 SS OLPA DUAL. POEM MORTISE LOCK SET (srlaWa•Y.- LNOA9.#�.q—' & NON -REINFORCED x 40 OWI1023SOR750375 RUBBER PANEL BUMPER •, &9•x1Mt�'a BILL OF MATERIALS 41 V -INT TP 878 INTERLOCK BUMPER 4K r ' KM • b8-00688 • • i • Dtda No 62814 42 18 x 1 1/4° SO. DRIVE SCREW 18-8 STAINLESS TOJH • • • NTS aMoB s • Adik• • •• • . • ••• 0 • • • •• •• • • • •• •• ••• • • • ••• 0 0 1' MIN. �.1�7E�' �� 3/16" HEAT STRENGTHENED GLASS BE 55 • • dLuls @R. Lomas P.E. 060" SGP INTERIOR 62 DUPONT •FlcWlds No. 62314 I r- 7/16" O.A. Ir, EXTERIOR`� 3/16" HEAT 34 STRENGTHENED GLAZING TYPE A 7/16' LAMINATED HEAT STRENGTHENED W/.060' SGP BY DUPONT - CONSISTS OF 3/16" HS + .060' SCP BY DUPONT + 3/16' HS 1/8" HEAT 1' MIN, STRENGTHENED GLASS BITE 55 0.06' SGP 8Y DUPONT INTERIOR 62 1/8' HEAT 3/4" OAr STRENGTHENED Il F 1/4" AIR SPACE EXTERIOR &/ `'U 35 GLAZING TYPE C 3/4' I.G. TEMPERED/HEAT STRENGTHENED W/.060" SGP BY DUPONT = CONSISTS OF 3/16" TEMP EXT + 1/4' AIR + 1/8" HS + .060" SGP BY DUPONT + 1/8' HS (EXT) aEamoNs REV DESCPOWN DATE ^APPRDYED C PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L D PER DADE LEM DATED MAR. 24, 2010 04/07/10 R.L. 1" MIN. 3/16' HEAT GLASS BETE 55 STRENGTHENED .090" BUTACITE PVB INTERIOR 62 r BY DUPONT r- 7/16" OA EXTERIOR_Z4)3/16" HEAT 834 STRENGTHENED GLAZING TYPE s 7/16' (.465' NOMINAL) LAMINATED HEAT STRENGTHENED W/.090' BUTACITE PVB BY DUPONT = CONSISTS OF 3/16" HS + .090' BUTACTTE PVB BY DUPONT + 3/16" HS 1/8' HEAT STRENGTHENED 1" MIN. 56 0.09' BUTACITE PVB GLASS BITE BY DUPONT 1/8" HEAT INTERIOR 62 3/4" O.A. STRENGTHENED IR Ijl F 1/4" AIR SPACE EXTERIOR 3/4" I.G. TEMPERED/HEAT STRENGTHENED W/.090' BUTACITE PVB BY DUPONT — CONSISTS OF 3/16' TEMP EXT + 1/4" AIR + 1 /8" HS + .090" BUTACITE PVB BY DUPONT + 1/8' HS WinDOOr 'q caftW%'** VAAU nvcoxpoxn lr_lls= Daft �° 7000 SERIES W RE & NON—REINFORCED (5-0 GLAZING DETA DRAM, VIVN0. 609 TJH • • SruE NTS — 127102'08 • 3/16" TEMPERED (EXT) UI[DIiIVE • • +sw•daasodgaa�q • �.1�7E�' �� 1�2{® . . PANEL) •. •dl� 12 • • dLuls @R. Lomas P.E. ly8 • •i• D •FlcWlds No. 62314 • t• • ••• • ••• • • • • ••• • • • • • • •• • •• • • • • • • • • • •• •• SEE NOTE SHT. 8 NOTE: VERTICAL ILLUSTRATE SUBSTRATE SEE OP TABLE SHEET 3 SEE NOTE SHIT. 8 SEE N< SHT. 8 SEE NC SHT. 8 v INTERIOR EXTERIOR EXTERIORVERTfCAL'CROSS REMMM EXTERIOR SECTION REV DESCRIPRDN DATE APPROVED C PER DARE LETTER DATED DEC. 21, 2009 01/19/10 R.L D PER DADE LETTER DATED MAR. 24, 2010 04/07/10 R.L. INTERIOR EXTERIOR EXTERIORVERTfCAL'CROSS INTERIOR EXTERIOR SECTION VERTICAL CROSS SECTION R 2 TRACK FRAME SYSTEM 3 TRACK FRAME SYSTEM- wtnm ••�a•�o• • j • • •�//� I IMI RCIIiFOR(+& • • IED (5'0 x 8'2 PANEL) WinDoor SCREEN NOTE THE WS SCREEN IS SHOWN ON THE 2 TRACK UNIT AS -gip m p � INCOPPOSA'I73IS APPLICABLE AT EXTERIOR TRACKS. IT IS QUALIFIED TO BE INSTALLED ON THE 3 TRACK AND*4 TRACK UNIT ALSO. �• 0 Ws S } e 7000 SERI] NOTE 08•*T7021' 1a �s & NON-REINF06 VERTICAL SEE SHEETS 13, 14 AND 15 FOR TYPICAL ANCHORAGE TO 1 VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS DRAM INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TJH • TRACK SYSTEMS ARE SIMILAR. • i i i•i i i i • •• •• • • • •• •• V INTERIOR VERTICAL CROSS SECTION Cv 4 TRACK FRAME SYSTEM r5�1•lb1 RLAi11%16 0 • ANDO,I�R.3l932• • • i wtnm ••�a•�o• • j • • •�//� I IMI RCIIiFOR(+& • • IED (5'0 x 8'2 PANEL) 'ROSS SECTIONS Whop 6 $9 4 000 a•OS-00868 • i • • D •Fiieeii 08•*T7021' 1a • • • • • •• 00 • • • i i i•i i i i • •• •• • • • •• •• f�. INTERIOR E NOTE SHT, 8 EXTERIOR 73 35 OR 34 HORIZONTAL CROSS SECTION D PLAIN STILE AT 3 TRACK JAMB HORIZONTAL CROSS SECTION E SEE NOTE 2 SHT. 8 SEE NOTE VIII SHT. 9 NOTE: HORIZONTAL SECTIONS ILLUSTRATED WITHOUT SUBSTRATE. NON—REINFORCED/ REINFORCED UNITS OPERABLE JAMB CONDITION INTERIOR EXTERIOR HORIZONTAL CROSS SECTION F LOCK STILE AT 2 TRACK JAMB D 21 INTERIOR EXTER 20 56 OR 55 EXTERIOR REVISIONS DESCRIPRON DALE AppROyEp PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. PER DADE LEITER DATED MAR. 24, 2010 04/07/10 R.L. OTE 1 HORIZONTAL CROSS SECTION H REINFORCED INTERLOCK STILE AT HOOK STRIP FIXED PANEL NOTES: 1. FIXED PANEL TO JAMB CONDITION: FIXED PANEL IS SECURED TO JAMB USING (2) Z -CLIPS, ITEM 072, Z -CLIPS ARE LOCATED 24" FROM TOP OF PANEL DOWN AND 24" FROM BOTTOM OF PANEL UP. EACH Z -CLIP IS ATTACHED TO PANEL AND JAMB WITH (3) #10 x 3/4" PPH TEK SCREWS, ITEM #73. REFER TO SHEET 8 SECTION D AND SHEET 11 AND SECTION Z. 2. FIXED PANEL TO FIXED PANEL CONDITION: FIXED PANELS ARE SECURED TOGETHER USING #8 x 3/4" PH TEK SCREW, ITEM #46, SCREWS ARE INSTALLED ON PANELS INTERIOR AND EXTERIOR AND ARE LOCATED 4" FROM TOP AND BOTTOM AND IN THE CENTER. REFER TO SHEET 8 SECTION D, SHEET 9 SECTION (5'4)-/35 �OR 27 33 0, SHEET 10 SECTION U, SHEET 11 SECTION CC AND DD. 55 HORIZONTAL CROSS SECTION G p NON—REINFORCED INTERLOCK STILE AT HOOK STRIP 58 ►spndsOW � W1f1DU0i ORT0,FL9 • • i • i i • INCORPORATED ws- • • • • i� m •gg� 7000 SERIES F REIMICED• e • • NOTE: & NON -REINFORCED (5'0 x 8'2 PANEL) SEE SHEETS 11, 12, 13 AND 14 FOR TYPICAL HORIZONTAL CROSS SECTIONS ANCHORAGE TO VARIOUS SUBSTRATE MATERIALS. 1onl1 A SPECIFIC SUBSTRATE IS INDICATED ON EACH sou DRAWN: DWO s Luta Re twas P.E. TRACK SYSTEM. OTHER TRACK SYSTEMS ARE �I•�' ItM ` TJH• e • OBWO0638 D • • Ffaidu No. 62514 SIMILAR. 'm NTS DATE 12/10/019 MPH OF ! _ • • e ••• • • • • ••• • • • • • • • • • • • • INTERIOR SEE NOTE SHT. 9 35 HORIZONTAL. CROSS SECTION J 35 REINFORCED INTERIOR FIXED BUTT STILE TO EXTERIOR LOCK STILE EXTERIOR HORIZONTAL CROSS SECTION I, NOTE: REINFORCED INTERLOCK STILE TO REINFORCED HORIZONTAL SECTIONS INTERLOCK STILE INTERIOR ILLUSTRATED WITHOUT CI IRQTRATP INTERIOR SEE NOTE SHT. 9 INTERIOR DESp�I�N .DATE APPRDYED PER DADE LETtER DATED DEC. 21, 2009 D1/19/10 RLL PER DADE LETTER DATED MAR. 24, 2010 04/07/10 R.L. 32 49SEE TE SHT. 90 EXTERIOR HORIZONTAL CROSS SECTION N REINFORCED MALE BUTT STILE TO REINFORCED LOCKING BUTT STILE SEE NOTE SEE NOTE SHT. 9 2 SHT. 8 INTERIOR 35 EXTERIOR 32 49 SEE NOTE 34 EXTERIOR 44 33 25 22 SILL 38 49 32 SILL 22 HORIZONTAL CROSS SECTION SHT. 9 M � HORIZO T CROS�SECTION A4 35 REINFORCED INTERIOR FIXED BUTT STILE TO 0 23 HEA[ PLAIN STILE SEE REINFORCED EXTERIOR FIXED BUTT STILE TO HEAD 23 EXTERIOR SHT. 90 HORIZONTAL CROSS SECTION PLAIN STILE is 7swAAL9l73FA"DwVB • WinDoor • •� LOCK STILE TO REINFORCED EXTERIOR FD(ED o Pts*32• • 6 0 0 • i� IhTCORPOTtATED •� BUTT STILEma REINFORCING BAR NOTE: 7000 SERIES LMIOREI�D 0 • • •Q�61/0 ITEM #32, INTERLOCK REINFORCING BAR, IS SECURED TO apg � 9mib & NON -REINFORCED (5'0 x 8'2 PANEL) THE INTERLOCK LEFT #26, INTERLOCK RIGHT #27, MALE Iwo HORIZONTAL CROSS SECTIONS BUTT STILE #28, LOCKING BUTT STILE #29 INTERIOR FIXED IDyn{ BUTT STILE #30 AND EXTERIOR FIXED BUTT STILE #31 WITH ITEM X49, X10 x 1" TEK SCREW SPACED 6" FROM TOP ," TJH pD • • • i� • 08 0063$ • • D Lull R Lomas P.E. FIgII NJ. 62514 AND BOTTOM AND ONE IN THE CENTER. c smE NTS w- 12/1 OYOIAP =0 OF** • • • ' • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR INTERIOR E HORIZONTAL CROSS SECTION Q LOCK STILE TO NON—REINFORCED EXTERIOR FIXED BUTT STILE EXTERIOR TO LOCK STILE INTERIOR M EXTERIOR HORIZONTAL CROSS SECTION R NON—REINFORCED INTERLOCK STILE TO NON—REINFORCED INTERLOCK STILE INTERIOR EX SILL HEAD NUN–tcrIMUK LU t7ll MUM rI; TO PLAIN STILE A� r•••Illil�twudl• Ay 4�M1C INTERIOR RE�OISIOPI$ REV DEMON __ APPROVED C PER DADE LEITER DATED DEC. 21. 2009 01/19/10 R.L D PER DADE LEITER DATED MAR. 24, 2010 04/07/10 R.L. EXTERIOR HORIZONTAL CROSS SECTION T NON—REINFQRCED MALE BUTT STILE TO NON—REINFORCED LOCKING BUTT STILE SEE NOTE 2 SHT. 8 INTERIOR EXTERIOR `l4 J `U `4`z LL SILL I HORIZONTAL CROSS SECTION Aj 23 HEAD NON–REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE 7 7500 ANNE30M DaM. • 71nDoor . • -0-21 ,FLI?32••• • i • • :ORPORA'TM '� • • Fm biA S � • f • • • 7000 SERIES L6119 REIRMRCED• • • & NON–REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS a PE FIO1idil Nr 625i 4r a • • �o • 08IL00638 • • • • D NTS — 12/1 vol t0 OF -8 • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • HORIZONTAL CROSS SECTION V LOCK STILE AT 3 TRACK JAMB HORIZONTAL CROSS SECTION Z PLAIN STILE AT 4 TRACK JAMB SEE NOTE 2 SHT. 8 HORIZONTAL CROSS SECTION CC REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCK STILE SILL • 11 REV190NS DES R TWN DAZE I WPRWW PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. PER DADE LETTER DATED NAR. 24, 2010 04/07/10 R.L. HORIZONTAL CROSS SEC JION X REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCK STILE IYVIV-RCJIYrVRVGU IIYIGRLVUR J NON -REINFORCED INTERLOCK STILE HORIZONTAL CROSS SECTION Y NON—REINFORCED INTERLOCK STILE TO NON—REINFORCED INTERLOCK STILE WinD 7500AII[9iE71[DY1V$ oor OW• lNCO.PORATP,D Fm itia�d100 ••ma•7ssl•a>3•m� ' ""'� wg=."o..6"s 7000 SERIES L181•REINFeNCED•• • • •• & NON—REINFORCED (5'0 x 8'2 PANEL) /610 ..,., HORIZONTAL CROSS SECTIONS • VRML Dtai qD. 000 • :� TJH • OBA00638 • • D Lids R. lomas P.E. FIo:Id j N41. 82514 =qE NTS DAA 12 1 0 f1 6P•18 • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • NOTE.- VERTICAL OTE:VERTICAL SEC ILLUSTRATED V SUBSTRATE. Vt:.I }< 1(:AL U_WU ib �cIION AA RIOR 3 TRACK FRAME SYSTEM 6 NOTE 3. 1?Lt, SEE SHEETS 12, 13 AND 14 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSTRATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TRACK SYSTEMS ARE SIMILAR. EXTEF aEscwPnom DATE APPPDM L010 04/07/10 1 R.L Am--;acalm go RIOR • • •W'inDoor 0,>�, • • j6� n.1c0"ORATM • •• •r�• t +_• 7000 SERIES LYAr REIRMACED• • • • • • & NON—REINFORCED (8'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS TJH • • D Flarldi No. 62514 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 2 1/2" MIN. EDGE DIST. MASONRY/ a CONCRETE BY OTHERS BACKER ROD AND SEALANT BY OTHERS 3/16" ITW TAPCON 1 15/16" - CENTER TO CENTER 1 1/4" MIN. . , . EMBED. •Q. 1/4" MAX. SHIM SPACE 1X NON–STRUCTURAL BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) REVOONS oEScRmnoN DNE APPRwm PER DADE LEITER DATED DEC. 21, 2009 01/19/10 RA. PER DADE LETTER DATED W. 24, 2010 04/07/10 RA.. INTERIOR 1 1/4" MIN. EMBED. 1/4* MAX. --��----•----•�- SHIM SPACE T 2 1/21" MIN. o" EDGE DIST, o o a 1 15/16" CENTER TO a a v CENTER a a FASTENER HEADS b; • ',a MUST BE COVERED 91o WITH APPROVED 3/16" ITW SEALANT . TAPCON " EXTERIOR INTERIOR BACKER ROD AND SEALANT BY OTHERS MASONRY/CONCRETE EXTERIOR 1X NON—STRUCTURAL BY OTHERS BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) FASTENER HEADS 2 TRACK FRAME JAMB INSTALLATION MUST BE COVERED WITH APPROVED 1X BUCK TO MASONRY/CONCRETE SILL MUST BY SEALANT INSTALLATION, 2 TRACK SHOWN 3 TRACK & SET IN FULL BED Fo 4 TRACK SIMILAR OF APPROVED 3/16" TfW SEALANT OR TAPCON NON—SHRINK GROUT 1/4" MAX. NOTE: SHIM SPACE CONCRETE SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 3 TRACK AND 4 TRACK q SYSTEMS. 1 1/4" MIN. " EMBED. °4 a• ' WinDo or • • • • / w. ra1AM iNCOR1PORA1'ED �.df.� • eywijwh�.�_O�+v • Y� /fes/ �"��i 2 1/2" MIN. M*oft—u am .SERIES LIP FEIAFACE& • • • • • EDGE DIST. CENTER TO �> Cate & NON–REINFORCED (5 0 x 8'2 PANEL) CENTER T7m INSTALLATION DETAILS 2 TRACK FRAME VERTICAL INSTALLATION MASONRY/CONCRETE INSTALLATION, 2TRACK SHOWN 3 goo4, TJH • • • 0 00638• • • • • D Lu mas P.E. TRACK & 4 TRACK SIMILAR –"""" 1^ TJH N uAiE 12/16/4 6 3 :18 • • •I �r 62514 •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3/4" MIN. 3 7/8" CENTER TO CENTER 2X BUCK/WOOD FRAME •ea BY OTHERS, 2X BUCK TO BE PROPERLY SECURED .?4 e . . <(SEE NOTE 2 SHEET 1) MASONRY/CONCRETE 4 " BY OTHERS a '3/8" MIN. ea. ; • :b: • •'EMBED X10 WOODSCREW ;� BKER ROD & SEALANT f� SHIM" SPACE BY OTHERS PI I A INTERIOR FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT 3/16" ITW TAPCON 3/16" ITW TAPCON SILL MUST BE SET IN FULL BED OF APPROVED1/4" MAX. SEALANT OR NON SHRINK r-71SHIM SPACE GROUT e<d e• 8<• a e'r. 1 1/4" MIN. ti d •. .a` EMBED. 2 1/2" MIN. 3 5/16" CENTER �++� EDGE DIST. TO CENTER 3 TRACK FRAME VERTICAL INSTALLATION a• IU. -a. I A 1__ 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK SHOWN 2 TRACK & 4 TRACK SIMILAR 0 R NOTE: 2X BUCK/WOOD FRAME SU13STRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL. FOR 2 TRACK AND 4 TRACK SYSTEMS. WinDoor • • • A m "m • • 7000 SERIES L?A? REI t lICED• • • • • • jW#& NON --REINFORCED (5'0 x 8'2 PANEL) > INSTALLATION DETAILS 0y (tG mmwN: °•° a • • • •1Ev Lu mag P.E. TJH • • • 0 •00638 • • • 1) F1�idj1I�j p. 62514 �A1E NTS ° 12/1 (7/03 P&MR4 OTSIS • • • • •• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REV REYIS= DESMWnGN DATE APPROVED C PER DADE LEM DATED DEC. 21, 2009 01/19/10 R.L. D PER DADE LE TM DATED MAR. 24, 2010 04/07/10 R.L. 2X BUCK/WOOD FRAME BY OTHERS, 2X BUCK TO #10 WOOD SCREW BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) 1/4" MAX. SHIM SPACE FASTENER HEADS MUST oQ. a BE COVERED WITH APPROVED ° SEALANT YQ Ov INTERIOR 3 7/8" CENTER ° TO CENTER •a '. 4a 3/4" MIN. v < ° ' < EXTERIOR 1 1 3/8" MIN. & SEALKER NOD EMBED. BY OTHERS 3 TRACK FRAME JAMB INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK SHOWN 2 TRACK & 4 TRACK SIMILAR NOTE: 2X BUCK/WOOD FRAME SU13STRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL. FOR 2 TRACK AND 4 TRACK SYSTEMS. WinDoor • • • A m "m • • 7000 SERIES L?A? REI t lICED• • • • • • jW#& NON --REINFORCED (5'0 x 8'2 PANEL) > INSTALLATION DETAILS 0y (tG mmwN: °•° a • • • •1Ev Lu mag P.E. TJH • • • 0 •00638 • • • 1) F1�idj1I�j p. 62514 �A1E NTS ° 12/1 (7/03 P&MR4 OTSIS • • • • •• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/4" M WOOD BACKED 20 GA. MIN. STEEL STUD BY OTHERS (SEE NOTE 2 SHEET 1) BACKER ROE APPROVED SEAL BY OTHI to I tKIUK "v' FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT 3/16° ITW TAPCON IF REVISIONS REY OESCROM DATE APPROM 3/8" MIN. C PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. EMBO. D PER DADE LETTER DATED MAR. 24, 2010 04/07/10 RL 1 /4" MAX, SHIM SPACE WOOD BACKED 20 GA. 1 3/8" MIN. MIN. STEEL STUD EMBED. BY OTHERS (SEE NOTE 2 SHEET 1) 1/4" MAX I WOOD SCREW SHIM SPACE 3/16' TTW TAPCON SILL MUST BE SET IN IBJ —tsd 1/4" MAX FULL BED OF APPROVEDSHIM SPACE SEALANT OR NON—SHRINK GROUT ° °• ; '' a° .9 , . 1 1/4" MIN. EMBED. 2 1/2" MIN. 5 9/4"� CENTER TO EDGE DIST. CENTER Awllpus�elpl pp�! 9 19�e 9�1e�,5 4 TRACK FRAME VERTICAL INSTALLATION N WOOD BACKED 20 GA STEEL STUD INSTALLATION, 4 TRACK SHOWN 2 )RACK & 3 TRACK SIMILAR FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT INTERIOR 5 13/16" CENTER TO CENTER EXTERIOR 3/4" MIN. BACKER ROD & #10 WOOD SCREW APPROVED SEALANT BY OTHERS 4 TRACK FRAME JAMB INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK SHOWN 2 TRACK & 3 TRACK SIMILAR NOTE: WOOD BACKED 20 GA. STEEL STUD SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 3 TRACK SYSTEMS. WinDoor INCORPORATED •dL • • 7000 SERIES Lift REIAMkCEDR • • • • • & NON—REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS MML9W0 a • • • • 1.0 *Lomas P.E. TJH • • • 00638 • • • D F1 jrIc jr jo. 62314 NTS JD= 12/16/4 �I 5 d"-18 • • • • • . ••• • • • • ••• • • ••• • • • ••• • • 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE-{ SHIM SPACE EMBED. INTERIOR 1/4" ITW TAPCON SPACE :' 1 3/8" MIN. EMBED. INTERIOR (SEE ELEVATION I FOR O.C. SPACING) INTERIOR a 5/8" MIN. 5/8" MIN. #14 WOOD SCREW a • h2l ITEM #65, #8 x 3/8", e EDGE DIST. -� O.C. SPACING) •• SPACE 6" FROM TOP & ITEM #65, #8 x 3/8", ° .� • : MIN. BOTTOM AND 18" MAX. SPACED 6" FROM TOP & O.C. SPACING) DIST. O.C. THEREAFTER BOTTOM AND 18" MAX. ITEM #65, #8 x 3/8" O.C. THEREAFTER SHEET 1 BOTTOM AND 18' MAX. O.C. THEREAFTER WOOD BACKED SEE NOTE 2 GA. SHEET 1 SHEET 1 --m EXTERIOR POCKET HOOK STRIP MASONRY/CONCRETE INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. EXTERIOR s 11 a ncumoxs DESCRIPTION SATE APPWM PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. PER DARE LETTER DATED MAR. 24, 2010 04/07/10 R.L. 1 3/8" MIN. 1/4" MAX. SHIM SPACE 1 3/8" MIN. EMBED. EMBED. I INTERIOR 5/8" MIN. 5/8" MIN. #14 WOOD SCREW EDGE DIST. (SEE ELEVATION FOR. e EDGE DIST. -� O.C. SPACING) •• 2X BUCK/WOOD FRAME �- X14 WOOD SCREW BY OTHERS, 2X BUCK TO ° .� (SEE ELEVATION FOR BE PROPERLY SECURED O.C. SPACING) e ° ITEM #65, #8 x 3/8" SEE NOTE 2 SPACED 6" FROM TOP & SHEET 1 BOTTOM AND 18' MAX. O.C. THEREAFTER WOOD BACKED SEE NOTE 2 GA. SHEET 1 MIN. STEEL STUD EXTERIOR BY OTHERS POCKET HOOK STRIP WOOD BACKED 20 GA. STEEL STUD INSTALLATION REINFORCED SHOWN, NON—REINFORCED SIMILAR. II• —p POCKET HOOK STRIP 2X BUCK/WOOD FRAME INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. W inDOOr O DO, FL : 0 •9 • /: • * NCORPORATAID =4.0 a s • a wtE O �g 7000 SERIES I. it REINUCED• • • • • •� & NON—REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS TJH owa • • • 08600638' • • • D FIId'Lm 6 P.E. srn1E NTS °ATE 12/1(7/01 116 01.18 • • • • ••• • • • ••• • • 1.25" 1 ---i .095" 3.58" .075" 095" O 2 TRACK FRAME JAMB 6063—T6 ALUM. 1.25" .095" .075" 5.52" --k 3 TRAC FRAME JAMB 6063-T6 ALUM. .09" -'ri' 2.5' .075" I 5.52" ---- —� 3 TRACK SILK, pp�y 2 1/2" RISEf3 6063-T6 ALUM. -� .075" .68' T-1 -- 5.52' 3 TRACK SILL PAN 3 L�SF_1L8RRI. RISE 6063—T6 6063—T6 ALUM. I+ 1.836" 22 PSL STOP SILL COVERCOVER anal -Ta A[ I Me 1.25" - i---� 3.74" .095' 075" 2.0� O 2 TRACK 7.46° FRAME HEAD 6063—T6 ALUM. .075347° .° -� 05' .075" 0 2T SILL ENSERT 6063-T6 ALUM. tzT4 RACK FRAME JAMB 6063-T6 ALUM. 7.62° .095° .075" 4F 0 (1 03 2.05" t t 4 TRACK FRAME HEAD 6063-T6 ALUM. F I 7.35" .075" -+- 3.125" 8.215 •075' 05' -►jf0 �[ 15 4 TRACK SIL INSER �+ 1:836' 6063—T6 ALUM. I I lPU4V .OS' �eMIM`IIdID 1.71' 23 PANEL STOP HEAD COVER 6063-T6 ALUM. s REY6IONS .08,—T REV OESCRIP M DATE APPROVED IC PER DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L .09"2.5" -►II+- D I PER DADE LETTER DATED MM. 24, 2010 04/07/10 R.L. —�— .075"5.68" 88" 1 .095" 3.58" ----� 075" 2 TRACK SILL PAN 2.05" 2 1/2" RISER 6063-T6 ALUM. O 3 TRA -CK FRAME HEAD 8063-T6 ALUM. .OS" J oa° �"0=.075'-I 3.125" J� 3.125" T. -- 3.58" 2 TRACK SILL PAN --- 7.46" o7S 3 1 a- RISER t4 4 TRACK SILL PAN 6063—T6 ALUM. 3 118" RISER 6063-T6 ALUM. 5.41" .075" �f... .oar"J .825' 2.5" LT o5° --T-- .6a° .o7s" to 3 TRACK T_�------- 075" SILL INSERT 6063-T6 ALUM. 13 4 TRACK SILL PAN 2 1/2" RISER 6063-T6 ALUM. 0 WinDoor Q) 1ND�0,FL3 � ••• • IATCOBBORA.TI3D �OD • • Aomovad de 7000 SERIES I?AF REIIQF9RCED • • • • • • ¢Jj�p FfDate & NON -REINFORCED (5'0 x 8'2 PANEL) 7� q COMPONENTS osawM: DaR; Or TJH .06 0$00638 • • • • D fltdi ft. *Lamas514 sCAtE NTS JDATE 12/1 0 7 01`'•18 • • • • •• • ••• • • • • i • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.16" .09' 4" .07" .07" T 24 29 LOCKING BUTT STILE 6063--T6 ALUM. TOP & BOTTOM RAIL 6063-T6 ALUM. 2.115° 3.25" 07" .064" 3.75" - -� INTERIOR FIXED 3o BUTT STILE 6063-T6 ALUM. }»-- 3.75" .09° 1 3.18" 07' 12 2.195' -"•I 31 EXTERIOR FIXED BUTT STILE 6063-T6 ALUM. za MALEBUTT STILE 6063-T6 ALUM. 07" 09' 1.312" 07° 4' 2s LOCLOC PAIN STILESTILE 8063-T6 ALUM. g312° j+j 27 INTERLOCK STILEINTERLOCK STILE RIGHT 6063-T6 ALUM. —.075' 3.461' -3.51 .075" J 21 HOOK STRIP��LMOUNT 6063-T6 ALUM. __T' .045.1 045" � � 79" L'-- 1.175' 5" 055" i_,14" @31 GLASS STOP 6063-T6 ALUM. INTERLOCK 32 REINFORCING BAR _ ga-" ALUM. boos- Ts Vr�y\�2 .85' 6" 0.201" 0 O rrn. ax 1.95" p-_--��aown WlbllNlh 05" SII .365" 2^ 2" 72 FIXED PANEL Z—CLIP 6063-T6 ALUM. 1.175' --*•� ,g" .075" fi .55a 34114" AND 3/16" GLASS STOP_ 6063-T6 ALUM. taoA �P J!'r�e.�la�beu4c� rivo P5 DESCRpnoN PER DADE UTTER DATED OEC. 21, 2009 PER DARE LETTER DATED MAR. 24, 2010 08' FL,07' 1.312' .1" 11.852" 4'--� 26 IN RLOCK STILE LEFT 6063-T6 ALUM. of t � 3.516° --^� 831' E .24' T— 04" 1.312° B STILE & INTERLOCK CONER 19 HOOK STRIP BAS 6063-T6 ALUM. is FLUSOHVJAMB 6063-T6 ALUM. �.65°�- 05" 1.836" .04' ' r n .j DATE APFRMW 04/19/10 R.L 04/07/10 R.L. .75" 075" 3.186" 20 HOOK STRIP WALL COVER 6063-T6 ALUM, RECESSED JAMB 17 COVER 6063-T6 ALUM. ednvm WinDoof o i�o,r2"Swa•• • • • WCoapoaATIM ° ' 7000 SERIES L REI��itCE(t• •� & NON -REINFORCED (5'0 x 8'2 PANEL) JH NTS • 18 • 6063-T6 ALUM. .24 1s FRAME HEAD TRACK COVER 6063-T6 ALUM. 0 Poo r• • LV L R.•Lomas P.E. D FlDri f 1=0. 62514 .• ,. • .4:••- - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r I Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 s Page 1 of 1 Permit No: Structural Critique Sheet LV\ "94"W -S S -W e CL -v- 4 - lk''C' kro- �-� 0 X0`9 STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224189 Permit Number: WS -7-14-1528 Scheduled Inspection Date: December 10, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: WEBER, STEVEN & VIRGINIA Work Classification: Window/Door Replacement Job Address: 1214 NE 92 Street Miami Shores, FL 33138 - Phone Number (631)379-8547 Parcel Number 1132050270480 Project: <NONE> Contractor: HIGH END WINDOWS & DOORS LLC Phone: (954)782-7100 comments SUPPLY AND INSTALL IMPACT WINDOWS AND DOORS I ... ' --- FOR FOR 13 OPENINGS. BLOCKING UP OPENING #7 AND INSPECTOR COMMENTS False CUTTING OUT #5 AND 6 FOR SLIDING GLASS DOOR Passed 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-215996. Paint where work done December 09, 2014 For Inspections please call: (305)762-4949 Page 18 of 43