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WS-14-1991Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222057 Permit Number: WS -9-14-1991 Scheduled Inspection Date: December 24, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GARCIA, JUAN Work Classification: Window/Door Replacement Job Address: 77 NW 101 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: AMERICAN STORM PROTECTION Building Department Comments REPLACING 1 IMPACT WINDOW. Phone Number Parcel Number 1131010180190 INSPECTOR COMMENTS False Phone: (305)264-0446 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-219443. No access Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 23, 2014 For Inspections please call: (305)762-4949 Page 3 of 10 Miami Shores Village Building Department 90050 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 SEP n 2014 FBC 20t 0 Permit No. i�; 1\'A.' l Q-01 Master Permit No ROOFING JOB ADDRESS: --7-7 /lI w- /Q/ s T City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder): -lA A&I C a,d}PC( A- Phone#: ,0.5) `407/ Address: '77 A tali %Q 1 67 - City: %City: _4 i—MJ j I 4ppmn State: 15 Zip: 3 3 Tenant/Lessee Name: Phone#: Email: :ThcP,iA Q[„&,YAt4go,C_&r CONTRACTOR: Company ,,nName: �"T'�+'1�hCC.�hi e�?1D6@l�q �1Z6?�C Phone#: Gari Address: J 090 1 IV'/�( Z7 �E 0 J City: State: Fj zip::�7 Qualifier Name: !`t !1 Q>2— Phone#: (3b4 49 q - 9 t o / State Certification or Registration #:p ( (-" Ce j / 3:% V —Certificate of Competency #: Contact Phone#: &0&') —Email Address: 04__$,M /Aa6 (,@, Asp W / DESIGNER: Architect/Eagineer: Value of Work for this Permit: $ �-/ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New Description of Work: ��iJ 1 �� / i eN g Color thru tile: 40 ❑Demolition ���x�������m�����x•����:�x�x�x��x���x�xx�x��x��x���x�Fees���x�:��:���:�����x�x��:x�x�����:���x���x��xx:��:x�x��x��x��x� Submittal Fee $ ` 0I W Permit Fee $ 1 1®• On CCF $_1- go CO/CC $ Scanning Fee $ Radon Fee $ 2- ,n ) DBPR $ 2,C96 Bond $ Notary $ Training/Education Fee $ V • Technology Fee $ a Ac) Double Fee $ - Structural Review $ TOTAL FEE NOW DUE $ _761 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, 'CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. , 1 Signature / Signatur Owner or Agent The foregoing ' strument was acknowledged before me this 0� day ofus , 20 / -t, by Ta -&- C - &A -XC -4 a9 , who is personall known t—o-jiZbr who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: o�"" :"�"4 E�+IA ROORItiIJQ My Commission Expires: i , � •. o * * W MISSION It FF 0011 EXPIRES: January 21, 2011 �*11...wCQJ� nNON� Contractor The foregoing instrument was acknowledged before me this day of er , 20 1-4, bya'� �/1V& who is personally known to me or who has produced as identification and who did take an oath. APPROVED BY t l (Jl t / Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15109) NOTARY PUBLIC: Sign: .4 l r L C Print: L$ b �0 to �4A °ZP3tTPOB�/c My Commission Expires: RIG09ERTO JESUS CUESTA * MY COMMISSION # EE 051340 w, EXPIRES: April 27, 2015 9lFOF 0.v Bonded Thru Budget Notary Seroicss Zoning Ca CA o $0 g WN 3 o z o M 0 M CO 3 r'0 � y O . . . 4- .. O . . . . . ' 5 . . . . . . .. .. .. . . . . O .... ....... . Juan Garcia >_ 77 NW 101 Street f l Miami Shores, FL 33150 t Living Room ©0© V&V - Slide Picture Slide 1/4-1/2-1/4 12-0113.01 OD 108 s Si . .. .. ..... . .. ... .. . . . .. . ... ... ... .. . r'0 � ... . . . 4- .. . . . . . . . . . . . . . . .. .. .. . . . . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Front Door NA N/A B N/A Single Hung r'0 � 4- rfl WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 77 NW 101 Street PROJECT: Juan Garcia Miami Shores, FL 33150 city Stag zip EXPOSURE " C" WIND VELOCITY = 175 MPH ROOF SLOPE > 10 a Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 35 40 45 SO 30 15 20 25 30 35 40 45 : SO 15 + 40.1 ,39 38.3 37.7 37.2 36.8 36.5 36.2 35.9 + 40.1 39 38,3 37.7; 37.2 36.8 36.5 36.2 35.9 43.5 42.4 41.7 4L1 40.6 40.2 39.9 39.6 39.3 - 53.7 51.6 50.1 48 9 48.0 47.2- 46.5 45:9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 40.0 39.2 38.6 38.1 37.7I'll 37.4 , 37.0 36.8 44.5 43.4 42.7 421 41.6 41.2 40.8 40.5 40.2 17 55.0 52.8 51.3 50.1 49.1 4&3 47.6 469 46.4 O + 42.5 4L3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 O + 20 ei 20 42.5 4L3 40.6 39.9 39.4 39.0 38.6 3&3 38.0 A - 46.1 44.9 44.2 43S 43.0 42.6 42.2 41.9 41.6 A - 56.9 54.6 53.0 51.8 50.8 49.9 49.2 48.6 48.0 22 + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 .39.2 38 9 gO - 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 to - 58.1 55.8 54.2 53.0 51.9 51.1 50.3 49.6 49.0 25 + 44.8 43 6 42.8 422 41.6 412 40.8 40.4 40.1 v- + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 48.6 47.4 46.6 46.0 45-4145.0 44.6 44.2 43.9 25 - 60.0 57.7 56.0 54.7 53.6 52.7 5L9 513 50.6 H28 + 45.8 44.6 43.7 43.0 42.5 420 41.6 41.3 41.0 ..� + 45.8 44.6 43.7 43.0 42.5 420 - 41.6 4L3 41.0 IL - 49.6 48.4 47.6 45.9 46.4 45.9 45.5 45.2 44.9 - 61.3 58.9 57.2 55.8 54.7 53 8 43.0 52.3 51.7 30 + 46.2 45.0 44.2 43 5 42.9 42 5 42.1 41.7 41.4 H + 46.2 45.0 44.2 43.5 42.9 42.5 421 41.7 4L4 i - 50.2 4&9 48.1 47.4 46.9 46 .4, 46.0 45.6 45.3 i - 61.9 59 5 57.7 55.4 55.3 54.4 43.6 529` 52.2 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 H + 47.7 46.4 45.5 44.8 44.3 43 8 43.4 43.0' 42.7 - 51.7 50.4 49.5 48 9 48.3 47.8 47.4 47.0 46.7 ` - 63.8 61.3 59.5 58.1 57.0 %1 55.2 54.5 53.8 40 + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 IL + 49.1 47.8 46.9 46.1 45.6 45:2 44.7 44 3 43.9 - 53.2 51.9 51.0 50.3 49.7 49.2 48.8 48.4 48.1 - 65.7 631 51.3 59.9 58.7 577 56.9 S61 55.4 O 45 + 50.5 49.2 48.2 47.5 46 9 46 4 45.9 45.5 45.2 p 45 + 50.5 49.2 48.2 47.5 46.9 46.4 45.9 4SS 45.2 N - 54.8 53.4 52.5 518 51.2 50 6 50.2 49.8 49.5 67.6 64 9 63.0 6L6 60.41S9.4, 58.5 f 57.7 47.0 50 + 51.4 50.1 49.1 4&4 47.8 47.2 46.8 46.4 46.0 s + 51.4 50.1 49.1 4114 47.8 47.2 46.8 464; 46.0 - 55.8 54.4 S3.5 52.7 52.1 51.6 51.2 50.8 50.4 - 68.9 66.2 54.2 62.7 61.5 WS 59.6 ;58 8 581 52.8 5L5 50.5 49.7 49.1 4&5 48.1 47.7 47.3 SS + 52.8 52.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 57.3 55.9 54.9 54.2 53.6 53.0 52.6 52.2 51.8 - 70.8 6&0 6b.0 64.5 63.2 62.2 5L2.4 59.7 60 + 53.8 52.4 5L4 50.6 49.9 49.4 4&9 48.5 48.2 + 53.8 524 5L4 50.6 49.9 49.4: 48.9 4&5 48.2 58.3 569 55.9 55.1 54.5 54.0 53.S 53.1 52.7 - 72.0 69.2 67.2 65.6 64.3 63.3 62.3 62.5 60.8 GENERAL NOTES FIGURE 1 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 40 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. _ ZONE 5 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. I �. Y H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D SHOWN BUILDING HEIGHT IN END ZONE. Do� 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEOL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS daW 10-02-13 REVISIONS: ' br. u,F, AL-FAROOQ CORPORATION X014 no. date by description ENGINEERS & PRODUCT DEVELOPMENT c mkW W. H.M. 1238 SW 87 AVE TEL OWG N0. 1 (WS) 264-8100 MIAMI, FL 33174 FAX (306) 282$978 JAVAD AHMAD SHEET 1 OF 1 FIA RE / 70W2: Ea C.A.N. 35M M® MIAMI -DADS COUNTY s 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) _ .w_.miamidade.aw/earn/ Labrador & Fundora Corp. dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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. Code, including the High Velocity Hurricane Zone. DUCRIPTION: Series "200" Aluminum horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)"sheets 1 through 6 of 6, dated 04123/10 with revision B dated 11/22/11, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami4)ade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County 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: plod and there been • • • no change in the applicable building code negatively affecting the performance of l&w�duct.• • ; ... •••• ; • TERMINATION of this NOA will occur after the expiration date or if there has been prevision or changq .... ; in the materials, use, and/or manufacture of the product or process. Misuse of this NON as an &darlement' • of any product, for sales, advertising or any other purposes shall automatically terminate this 1�'OA. Failure • • • • .. . . ..... to comply with any section of this NOA shall be cause for termination and remov4..(XtbA. ; • • • • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dgde;O•ounty, Florida, and •; followed by the expiration date may be displayed in advertising literature. If d'ny pdMon 0£ h4.NOA1%" • • • displayed, then it shall be done in its entirety. i .0. • : • .. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer as its • • • distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0824.05 and consists of this page 1 approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P NOA No. 12-0113.01 Expiration Date: December 30, 2015 Approval Date: March 01, 2012 Page 1 Labrador & Fundora Corp, dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by Ai— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2-1, TAS 202-94 along with marked—up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Subbed under previous NVOA# 14-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al—Farooq Corporation, dated 06/24/10 and revised on 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemoud X -Go., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/1*L.0giring on�j2Jl l/1000000 a • F. STATEMENTS • • : • • .:. "' •" 1, Statement letter of conformance, complying with FBC-2007 and RBC -2Q10, and of ib... : - financial interest, dated November 21, 2011, signed and sealed by3avad XG;k P. B.: • • • 2. Laboratory compliance letter for Test Report No. ATLSF-01101,10, ibsueLby American Test Lab of South Florida, Inc., dated 06/08/10, sig�Ajod sealed by • •; Edmundo J. Largaespada, P. E. (Subrrtted under previous 11I0A#d 0-0824. Q5) • • • • : • G. OTHERS• • • • • • 1. Notice of Acceptance No. 10-0824.05, issued to Labrador & Fundora Corp; dba V & V Windows for their Series "200" Aluminum Horizontal Sliding Window — L.M.I., approved on 12/30/10 and expiring on 12/30/15. a rez, P.E. Prodact utrol xaminer NO .12-0113.01 Expiration Date: December 30, 2015 Approval Date: March 01, 2012 E-1 6' MAX. HEAD SILL CORNERS v p�p m C 24 76" WWOOW WIDTH 9' MAX. F{FAD/BILI. A II HEAD/SILL 16 II I 1, ✓ II ui O I I / / 11 [ 1 FALSE ppMppUppNTINppS�� (LAY BE UIS 32 5/8• 33' DD.L.PG. D.D.L. OPO . . 36 3/4" VENT WIDTH WREQUTHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE BAPACT. SHURERS ARE NOT IRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING ENDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 8° MAX HEAD/SILL m CORNERS ANN. GLASS J90' INTERLAYER NITACITE P YS BY 'DUPDNT' r-3/18' ANN. GLASS WINDOW WIDTH S" MAX. HEAD/SILL II I 1, ✓ II ui O I I / �'� FALSE MUNTINS 24 8/8' D.L. OPG. 25 3/4' F Pl C0RRA NG 995 HEAT SIREN'D. GLASS OBD' INTERLAYER BUTACITE PVB BY 'DUPONi r1/8' HEAT STREN'D. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TO Y•WTTH•THE • • • • at / REQUIREMENTS OF THE FLORIDA BUILDING DE 2010 l:NCj11DFQ °— HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHQfo PVWCRLP aTR%V;R: i • • • GIASS TYPE 'B' GLASS TYPE 'C' 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. GLAZING OPTIONS ANCHORING OR LOADING CONDITIONS4NOT SHAD& IN &:ALS • • • ARE NOT PART OF THIS APPROVAL 000 • • • i • i i A LOAD DURATION INCREASE IS USED IN DI OF 14JH06 INT: PODiLY.• MATERIALS INCLUDING BUT NOT L WITED TO SIM%ETAe SCREWS. TAT COMt INTO • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 45 5/8" , UDL D.L OPO. 3/18" HEAT STREWD. GLASS 090" INTERLAYER SENTRYOLAS BY 'DUPONi ,-3/16' HEAT STREN'D. GLASS 988 POW= 1 drawing no. W10-26 •• A = NO. OF ANCHOfrPEt ' 7 _ 3 tIL: • • • (1/Z (1/ (1/3W) (2 • • /(2/301)• ••• ••• • • • OPERATING VENTS TO BE 1/2 OF THE WINDCI� WIDTH OPERATING MINIS TO B? 1/3 & THE WINDOW WIDTH 'XO OR OX' 'XO OR OX' DESIGN LOAD CAPACITY- PSF (%0 OR O% SIZES) GLASS TYPES GLASS TYPE WINDOW DW. A 'B' & 'C' 'D' NDTH HWff EX -T -.(+-NT) I.(-) EXT.(+) INT.(-) 28-1/2' 3 _70.0 70.0 80.0 90.0 37" 4 70.0 70.0 80.0 90.0 93-1/8" 26, 9 70.0 70.0 80.0 90.0 74" 6 70.0 70.0 80.0 90.0 26-1/2° 3 70.0 70.0 80.0 90.0 37' 38-3/9" 4 70.0 70.0 60.0 90.0 83-i/8° 6 704 704 80.0 90.0 74' 6 70.0 70.0 80.0 90.0 20-1/2' 3 70.0 70.0 80.0 90.0 37° 4 70.0 70.0 80.0 90.0 63-1/8' 80-8/8' 6 70.0 70.0 80.0 90.0 74' 6 70.0 704 80.0 90.0 26-1/2' 3 70.0 704 00.0 90.0 37" or 4 70.0 70.0 80.0 90.0 63-1/8' 6 70.0 704 80.0 90.0 74" 6 70.0 70.0 80.0 89.0 24' 3 70.0 70.0 80.0 90.0 38" 4 70.0 70.0 80.0 90.0 48" 24" 6 70.0 70.0 80.0 90.0 00" 7 70.0 70.0 80.0 90.0 7Y 8 70.0 70.0 60.0 90.0 24' 3 704 704 S0.0 90.0 30" 4 704 704 SD.O 90.0 48" 30" 6 70.0 70.0 60.0 90.0 60"7 70.0 704 804 90.0 72" 8 70.0 70.0 60.0 90.0 24' 3 70.0 70.0 SD.O 90.0 38' 4 70.0 _ 70.0 80.0 90.0 48° 48" 8 70.0 70.0 SDA 90.0 SOP 7 70.0 70.0 80.0 90.D 72' 8 70.0 70.0 80.0 90.0 24" 3 70.0 70.0 80.0_ 00.0 38" 4 70.0 70.0 80.0 90.0 48' 60° 6 70.0 70.0 50.0 90.0 W, 7 70.0 70.0 80.0 90.0 72' 8 70.0 704 80.0 90.0 24" 3 704 740 80.0 90.0 36° 4 70.0 704 80.0 90.0 46' 63° 6 704 70.0 80.0 90.0 80" 7 70.0 70.0 B04 90.0 72' 6 • �Mt! •70.6 oft • • • . • • • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (XO% SIZES) - WINDOW DIES. GLA88 TYPES GLASS TYPE A 'e' & 'C' EXL(+) IM.(-) EXT.(+) 'D' W.(-) WIDTH I HEXIHT 74' 106-1/4" 11r 20" 8 70.0 70.0 80.0 MO 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4' 111' 38-3/8' 0 70.0 70.0 804 90.0 12 70.0 70.0 80.0 904 12 70.0 70.0 ✓ 0.0 90.0 74' 196J13' 111' 60-8/8• 8 70.0 704 80.0 90.0 12 12 B _ 0 �p.0_ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 90.0 904 90.0 74" 108-1/4° 111" 83= 1 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 89.0 72' 64" 96" log" 36' 8 70.0 70.0 60.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 00.0 90.0 12 70.0 70.0 80.0 90.0 72" 84' 98" 108" 46" 8 70.0 1 70.0 80.0 904 9 704^70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 704 70.0 80.0 90.0 72' 84'9 98" 108' 60" 8 70.0 70.0 80.0 90.0 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 1 12 70.0 70.0 80.0 904 7Y 84' 96" 108" 63" 8 70.0 1 70.0 80.0 90.0 9 70.0 70.0 80.0 904 11 70.0 70.0 80.0 904 12 1 70.0 70.0 80.0 80.0 •• A = NO. OF ANCHOfrPEt ' 7 _ 3 tIL: • • • (1/Z (1/ (1/3W) (2 • • /(2/301)• ••• ••• • • • OPERATING VENTS TO BE 1/2 OF THE WINDCI� WIDTH OPERATING MINIS TO B? 1/3 & THE WINDOW WIDTH 'XO OR OX' 'XO OR OX' DESIGN LOAD CAPACITY- PSF (%0 OR O% SIZES) GLASS TYPES GLASS TYPE WINDOW DW. A 'B' & 'C' 'D' NDTH HWff EX -T -.(+-NT) I.(-) EXT.(+) INT.(-) 28-1/2' 3 _70.0 70.0 80.0 90.0 37" 4 70.0 70.0 80.0 90.0 93-1/8" 26, 9 70.0 70.0 80.0 90.0 74" 6 70.0 70.0 80.0 90.0 26-1/2° 3 70.0 70.0 80.0 90.0 37' 38-3/9" 4 70.0 70.0 60.0 90.0 83-i/8° 6 704 704 80.0 90.0 74' 6 70.0 70.0 80.0 90.0 20-1/2' 3 70.0 70.0 80.0 90.0 37° 4 70.0 70.0 80.0 90.0 63-1/8' 80-8/8' 6 70.0 70.0 80.0 90.0 74' 6 70.0 704 80.0 90.0 26-1/2' 3 70.0 704 00.0 90.0 37" or 4 70.0 70.0 80.0 90.0 63-1/8' 6 70.0 704 80.0 90.0 74" 6 70.0 70.0 80.0 89.0 24' 3 70.0 70.0 80.0 90.0 38" 4 70.0 70.0 80.0 90.0 48" 24" 6 70.0 70.0 80.0 90.0 00" 7 70.0 70.0 80.0 90.0 7Y 8 70.0 70.0 60.0 90.0 24' 3 704 704 S0.0 90.0 30" 4 704 704 SD.O 90.0 48" 30" 6 70.0 70.0 60.0 90.0 60"7 70.0 704 804 90.0 72" 8 70.0 70.0 60.0 90.0 24' 3 70.0 70.0 SD.O 90.0 38' 4 70.0 _ 70.0 80.0 90.0 48° 48" 8 70.0 70.0 SDA 90.0 SOP 7 70.0 70.0 80.0 90.D 72' 8 70.0 70.0 80.0 90.0 24" 3 70.0 70.0 80.0_ 00.0 38" 4 70.0 70.0 80.0 90.0 48' 60° 6 70.0 70.0 50.0 90.0 W, 7 70.0 70.0 80.0 90.0 72' 8 70.0 704 80.0 90.0 24" 3 704 740 80.0 90.0 36° 4 70.0 704 80.0 90.0 46' 63° 6 704 70.0 80.0 90.0 80" 7 70.0 70.0 B04 90.0 72' 6 • �Mt! •70.6 oft • • • . • • • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (XO% SIZES) - WINDOW DIES. GLA88 TYPES GLASS TYPE A 'e' & 'C' EXL(+) IM.(-) EXT.(+) 'D' W.(-) WIDTH I HEXIHT 74' 106-1/4" 11r 20" 8 70.0 70.0 80.0 MO 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4' 111' 38-3/8' 0 70.0 70.0 804 90.0 12 70.0 70.0 80.0 904 12 70.0 70.0 ✓ 0.0 90.0 74' 196J13' 111' 60-8/8• 8 70.0 704 80.0 90.0 12 12 B _ 0 �p.0_ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 90.0 904 90.0 74" 108-1/4° 111" 83= 1 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 89.0 72' 64" 96" log" 36' 8 70.0 70.0 60.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 00.0 90.0 12 70.0 70.0 80.0 90.0 72" 84' 98" 108" 46" 8 70.0 1 70.0 80.0 904 9 704^70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 704 70.0 80.0 90.0 72' 84'9 98" 108' 60" 8 70.0 70.0 80.0 90.0 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 1 12 70.0 70.0 80.0 904 7Y 84' 96" 108" 63" 8 70.0 1 70.0 80.0 90.0 9 70.0 70.0 80.0 904 11 70.0 70.0 80.0 904 12 1 70.0 70.0 80.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2 0 4 aAYnOPRODUCTIRBVISED'o MOwminsCoda 792 �>dYI08 t@aw8b P4gdla aAw. Ib it 115 8 '�Q�� OBy ( drawing no. I- w10-26 (1/4W) (1/3W) (1/3W) eD 4= OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2 0 4 aAYnOPRODUCTIRBVISED'o MOwminsCoda 792 �>dYI08 t@aw8b P4gdla aAw. Ib it 115 8 '�Q�� OBy ( drawing no. I- w10-26 (1/4W) (1/2W) (1/4W) eD CW OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2 0 4 aAYnOPRODUCTIRBVISED'o MOwminsCoda 792 �>dYI08 t@aw8b P4gdla aAw. Ib it 115 8 '�Q�� OBy ( drawing no. I- w10-26 WEEPHOLES: W1 = 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE, W2 = 3/18" X 1-1/2" WEEP SLOT AT 2" FROM EACH ENI W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PECORA 1215 SEAM SEALER. •• • • • •• t • • •• • •• •• • • • •• •• ------------------- MIW-RADE COUNTY APPROVE MUUM & MULLION ANCHORS SEE SEPARATE NOA 1 I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCOCFU-177 KSI, "155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU TRY 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIPITED) 912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .080") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE ® 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'o m 3000 PSI MIN. C -SO HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MSN. 4rV WO o !„ # 70MNo me 71I�8R '38138 _ J§ Browing no. � ZQ11 W 10-26 S14M YEW WIDTH 0 0 �� A �, ANCHORSTYPICAL © r,�. 1 FOR SPACING MAL7I STRUCTURE © V L IN OEXTERIOR m WINDOW WIDTH Y- YENT WIDTH VENIT 1/4' SHIM r — SHOO MAX. D.L. Opo. O.L. OPO. WOOD BUCK 4 ©AL ANCHORS TYPIr FOR SPACING U -SEE ELEV. � IBY `\� 4 o ! i ' TYPICAL ANCHORS xox 1"o SEE ELEV. .WINOW WIDTH FOR SPACING . a, �a ;11111 K Y . 1 LTYPICAL ANCHORS 1 Fj .m .082 80 TYP. .601 1.476 AM .080 1.128 878 .908 .878 VENT TOP/BOTTOM RAIL n JAMB ADAPTER 2.063 .082 FRAME HEAD o82 TYR 1.,67 1.128 .874 1.775 .987 .184 t3 SILL RISER t.ta6 -.078 © JAMB STILE 925 1YP. 2.80'�`� 2.083 ' �% 2.187 -T u 1 .808 1.139 -2.765 FRAME SILL t.t98 ALUMINUM BAR 20 (7 1.4MEETING RAIL PYP. '�080TYP. SILL TRACK Q) TEDMTG. RAIL• • • • 4 • �• 1! • •68Z� • • •O52A TYI& • • h- • • • � LINO B�• • • • .837 • • �• • i• •• • • • • •• • • FRAME JAMB ••• • QUANTITY DPSC1UP740N MATS@TAL MANP./SOPPLIBR/Romm • V103 1 FRAME HEAD 8083 -TB 2 V202 1 FRAME SILL 6063 -TB - 3 V203 1 • •• •: ••• V201 2 •0 8083-T8 - 5 V208 •o• 0• 8063-T8 ITBM PART # QUANTITY DPSC1UP740N MATS@TAL MANP./SOPPLIBR/Romm 1 V103 1 FRAME HEAD 8083 -TB 2 V202 1 FRAME SILL 6063 -TB - 3 V203 1 SILL TRACK W63 -To - 4 V201 2 FRAME JAMB 8083-T8 - 5 V208 AS READ. FRAME JAMB ADAPTER 8063-T8 - 6 V104 1/ VENT FIXED MTO. RAIL 6063 -TS - 7 V204 1/ VENT VENT INTERLOCK 8683-T8 - 6 V209 t/ VENT JAMB STILE 8083 -TB 9 V107 2/ VENT TOP AND BO7TOM RAIL BO83-T8 10 V106 AS READ. OLA2INO BEAD 5083-76 - 13 - AS READ. ADD-ON SILL RISER 8083-78 USE AS (BOD. 14 - 4/ VENT ROLLER HOUSING 8G WIDE CELLON - 15 V208 2/ VENT ROLLER BRASS - 18 V207 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1-1/4° AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 68 X 3° 2/ VENT FIX. RAIL SILL SCREWS (SILL ENI)) CRS P.H. SMS 19 - AS READ. FN SEAL W'SIRIAPINO ULTRAFAB 20 914SQU AS REQD. BULB SEAL (DUAL DUROMETER, T-SLOTm80, BULB -73) NEOPRENE ULYWA13 22 9140OU AS REQD. GLAZING BEAD BULB (DUAL =METER, T -SLOT, BULB=73) NEOPRENE ULTRAFAS 23 - 2/ VENT SWEEP LATCH - I AT 6-1/2° FROM EACH END 24 #8 X 3/4° 2/ LATCH LATCH INST. SCREW ST. STEEL PH SMS 25 - 2/ WDW. WEEP VALVE - - 26 - i/ VENT' 8/18' BOX SCREEN - OPRONAL 2 BAFFLE NSTALLATION SCREWS PH TEKS FLA. PINS 70892' CAJJ. drawing no. W70-26 17 17 4,u N VENT TOP/BOTTOM CORNERS FRAME TOP CORNER LZ 17 2illo • • • • • • • • C 4 0 0 so .E!Wz tAV •e t'ROD[FCf RBVI8H0 •' Flh PE 70892'. asemnplYb�wdhdroFfQide CAlL, • • •: •� ••• ••• r ButldihB Cade gg • • •8 • • • • • • • • • drawing no. • AXED MTG. RAIL CORNER •• FRAME BOTTOM CORNER W1 O - 2 sheat 6 of 6 t