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WS-10-2117Scheduled Inspection Date: February 03, 2011 Inspector: Rodriguez, Jorge Owner: COHEN, DOUGLAS Job Address: 440 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Building Department Comments Februaryy 02, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 155542 Permit Number: WS -11 -10 -2117 Contractor: ATLAS DEVELOPMENT & CONSTRUCTION COMPANY DBA For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Door Replacement hone Number Parcel Number 1122310150040 Phone: (305)493 -4366 SLIDING GLASS DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 20 of 23 ligdo 11,0 (� Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 Folio/Parcel #: 1 1 ^ 1' 015 ©0 YO 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. IR NOV 30 2010 S70 All`I Permit Type: BUILDING / ' OWNER: Name (Fee Simple Titleholder): 0 0 u 1 Q S ( 'O) P Yl Phone #: Tern " g 3 7- 3737 Address: `" / 9 /YE / ®5 5+. City: t l c Q . I M 1 State: i" ► Zip: 33 / 2 V Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: YVO NE ^ DS City: Miami Miami Shores County: Miami Dade Zip: J 132 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: l--tf1 o,5 �1 ct• �CCS�.fl C� ec Phone#: Address: ! / 11 W / / ‘1 City: M ' (A� l State: Zi 6 3 /� 9 Qualifier Name: W i t . . 001°1 14 Y) 0 W 11 Phone #: State Certification or Registration #: CG / C ( S� 1 (�9S Certificate of Competency #: Contact Phone #: ,�e'S k 3 7 — '( Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ l 4 G ' \ , X. Square/Linear Footage of Work: Type of Work: ❑Address I ❑Alteration New ❑Repair/Replace ❑Demolition Description of Work: S L 1 ©t l I 0 &1 61 S S 0 ©O r COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * *** *** * * * * * * * * * * * *** F * * + * * * * * * * * + * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ J/0 06 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • W Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 w th occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app ed and a reinspection fee will be charged. Signature Owner or Agent s The foregoing instrument was acknowledged before me this day of O , 20 io , by Dt(,t_lk S Co ` 1-76 h , who is personally known to me or who RCS produced ff - L. As identification and who did take an oath. NOTARY PUBLIC: Sign: 1 Print: Fe/a_ 03 ©Lf My Commission Expires: * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Contractor The foregoing instrument was acknowledged before me this day of 00 (./ ,20tO,by W■ ( /L/WjO /PS o is personally known to m5ior who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ,}� Print: �P (� V J D( fl'? C. 0 My Commission Expires: 06 /, 4 © / 3 Zoning Clerk M CERTIFICATE OF LiALIABILITY ___ INSURANCE DATE (b7MA0)YYW) 07/21/2010 HAVE BEEN ISSUED TO THE INSURED CONTRACT OR OTHER DOCUMENT DESCRIBED HEREIN IS SUBJECT REDUCED BY PAID CLAIMS. POLICY NUMBER PRODUCER (954) 315 -1748 Miller & Associates Insurance Group, Inc. P 2312 Wilton Drive E't. Lauderdale E'L 33305- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NMI* INSURED Atlas Development & Construction Co. DBA Atlas Hurricane Shutters 251 NW 171 Street Miami FL 33169- INSURER A Landmark Ins. Co. INSURER a Guarantee Ins. Co. 06/25/2011 / / / INSURER C. EACH OCCURRENCE INSURER a X INSURER E PREMISES (Es occurr nce) THE REQUIREMENT, THE AGGREGATE INSR LTR A POLICIES INSURANCE • • OF INSURANCE LISTED BELOW TERM OR CONDITION OF ANY AFFORDED BY THE POLICIES LIMITS SHOWN MAY HAVE BEEN TYPE OF INSURANCE HAVE BEEN ISSUED TO THE INSURED CONTRACT OR OTHER DOCUMENT DESCRIBED HEREIN IS SUBJECT REDUCED BY PAID CLAIMS. POLICY NUMBER NAMED ABOVE WITH RESPECT TO ALL THE POLICY EFFECTIVE DATE (MNWDIYY) FOR THE POLICY TO WHICH THIS CERTIFICATE TERMS, EXCLUSIONS POLICY EXPIRATION DATE (MMA01YY) PERIOD INDICATED. NOTWITHSTANDING ANY MAY BE ISSUED OR MAY PERTAIN, AND CONDITIONS OF SUCH POLICIES. L mns GENERALUABIUTY COMMERCIAL GENERAL UABILITY MAO 82000 - 00 06/25/2010 / / / / / / 06/25/2011 / / / EACH OCCURRENCE $ 1,000,000 X PREMISES (Es occurr nce) a 100,000 CLAIMS MADE X OCCUR / / / MED EXP (Any one person) 8 5,000 PERSONAL &ADVINJURY 8 1,000,000 ■ GENERAL AGGREGATE $ 2,000,000 GEM. AGGREGATE LIMIT APPUES PER PRODUCTS - COMP/0P AGG $ 1,000,000 X POLICY ■ JECT ■ LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS / / / / / / / / / / / / / / / / COMBINED SINGLE LIMIT (Ea accident) $ ■ BODILY INJURY (Per person) $ ■ BODILY INJURY (Per cadent) $ ■ PROPERTY DAMAGE (Per accident) 9 GARAGE LIABILITY ANY AUTO / / / / AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC 0 ■ AUTO ONLY: AGG 8 3 WORKERS EMPLOYERS' ANY OFFICER/MEMBER if yes, SPECIAL EXCESSIUMBRELLA LIABILITY 31000000480110 / / / / 07/09/2010 / / / / / / 07/09/2011 / / EACH OCCURRENCE $ AGGREGATE OCCUR 1 CLAIMS MADE $ $ DEDUCTIBLE X Enna E.L. EACH ACCIDENT e $ 100, 000 RETENTION $ COMPENSATION AND LIABILITY PROPRIETOR/PARTNER/EXECUTIVE EXCLUDED? describe under PROVISIONS below E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY OMIT 3 500, 000 OTHER / / / / / / / / / / / / DESCRIP11ON Hurricane OF OPERATIONSILOCATIONSNEHICLES !EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Shutters- Fabrication & Installation COVERAGES CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Ave Miami Shores ACORD 25 (2001108) INS025 (01081 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 _ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE O ACORD CORPORATION 1988 Page 1012 E3. 33138- • • • • • • • • • • • • • • COUNTY MIAMI -DIADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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.. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 "11000 High Impact" 9'0" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 07 titled "Series 11000 Impact Sliding Glass Door", sheets 1 through 18 of 18, dated 12/18/2008 with revision "1" dated 11/13/2008, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Division. 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 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 . 1 es be done in its entirety. INSP,ECTION C copy of this entire NOA shall be provided to the user by the manufacturer or its . a st tutors A41. i11 be available for inspection at the job site at the request of the Building Official. This NOA w dsists of this page 1 and evidence page E -1, as well as approval document mentioned above. T hp1Ibmittod.ds :umentation was reviewed by Jaime D. Gascon, P.E. •• • •••• •• • • • • •••• • . •••• • • •• •• • • • • •• ttet MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.eov/buildintcode NOA No. 08- 1003.06 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Page 1 • • • • • GI ..OTHERS • • ' •.' . 1. • • Woke • • F. STATEMENTS 1. Statement letter of no financial interest and conformance with FBC 2007, dated September 17, 2008, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Laboratory compliance letter for Test Report no. FTL -5626, issued by Fenestration • • Testing Laboratory, Inc., dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. • •3. • • Ad4endum letter for Test Report no. FTL -5626, issued by Fenestration Testing • • • Cboratory, Inc., dated 11/14/2008, signed and sealed by Jose Sanchez. • • • • • General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -305, titled "Series 11000 Impact Sliding Glass Door ", sheets 1 through 18 of 18, dated 12/18/2008 with revision "1" dated 11/13/2008, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., 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 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of a Aluminum Sliding Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5626, dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Tilteco, Inc., dated 09/11/2008 and 11/17/2008, signed and se by Walter A. Tillit, Jr., P.E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated January 05, 2006, expiring on December 11, 2010. • • • • • • • • • • • • • • • • • • • • •••• • • •••• • • •• •• • •• E -1 Jaime D. Gascon, .E. Chief, Product Control Division NOA No. 08- 1003.06 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 .. • • • ". • • • • • • • • • • • • .. • GENERAL NOTgS: • • 1. SERIES* 11060 HIGH iIMRkCi SLIDING G S D QR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS B 1rRIfl FOR COMPLIAIICE IN AC 0RDAW CE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIF'S 1141 HIGH 11P C DING GROSS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL L i DETERMINED'ASSPER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED. WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS. A DURATION FACTOR Co =1.60 WAS USED Kb VOIR .FASTENERS *IN W Q O1 1 THIS D R'S ADHQUACC�YY�.NNFTTO��O0RNNIMPACT.ANa � RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 G RY, P PC T # 5626 AS PER SUBMITTED STRUCTURAL2CALCULATI FENESTRATION TESTING PERFORMED PEP PER SECTION 1612 QF T1 1g, FLORIDA BUILDING CODE. 2. REMAINING COMPONENTS FOR THIS SLIDING CLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3. MAXIMUM DESIGN PRESSURE RATINGS FOR THESE DOORS SHALL BE AS SHOWN ON SHEET 4, SEE DOOR ELEVATIONS ON SHEETS - 4 THRU 7 FOR QUALIFIED CONFIGURATIONS, 4. THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR WILL. NOT REOUIRE .A HURRICANE PROTECTION DEVICE. 5. THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IS APPROVED FOR AIR AND WATER INFILTRATION. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -76 ALLOY AND TEMPER, WITH Fy =25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 AU. SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G=0.55. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.192 ksi), MIN. EDGE DISTANCE = 2 1/2 ". — 1/4 ° 0 TAPCON W/ 1 1/4 MIN. EMBEDMENT, AS MANUFACTURED BY RW BUILDEX, INC (COMPONENT 2D, THRU 1 P.T. WOOD BUCK. — 1/4 ° 0 KWIK —CON 1I W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI. INC (COMPONENT 0, THRU 1" P.T. WOOD BUCK. (8) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2 — 1 "0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITN BUILDEX, INC. (COMPONENT (3, THRU 1 P.T. WOOD BUCK. — 1/4 ° 0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT ®), THRU 1 P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1". — 1 /4°m TAPCON W/ 1 1/2° MIN. THREADED PENETRATION, AS MANUFACTURED BY .RW BUILDEX, INC. (COMPONENT 0. (0) TO EXISTING MIN. 1/8" THICK ALUMINUM MEMBER (6063 —T5 ALLOY) MIN. EDGE DISTANCE = 1/ ". — 1/4 °e -14 TEK SCREW, MIN. 1° LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 3 0 ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE = 1/2 — 1/4 ° 0 -14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY fTW BUILDEX, INC. (COMPONENT ®). 10. PROVIDE 1/4 MAX. SHIM SPACE (TYP.). 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS. CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDI110NS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY' OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDI110NS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL PA.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NOV`17 al P.E. SEAL/SIONA111REAK12 02007 78.1000 Doe. / ILETCO INg. \ 18JJT 7105TINe ' 811®1000@80 COMPANY . 1`10161 G 1 , 1. 1158 A -m.2, e .RIB TBIRT Ira. 4 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR n - a I 1 00 1 A b I �nN A F si r2oo ts with dm Code Dm II Nom SY KW DMOE COWRY F.B•C. (High Velocity Hurricane Zone) 200 WEST 78 ROAD HP1E01, FL 33014 POEM FA � 99 8S8 -8703 FAX: 3 09 xt.xem m D""Lwm 017.984 Hh LO/KEN 12 2818 _-� DATE 07 -305 moms No 95867 1 OF 18 BILL OF MATERIALS „Fl1M I • • _ ITIASS #• • DEEQNIPTUW MATERIAL •I • • G0301-1 • FRAME HELD 6083 -T6 2• • • • • GIC306-1• • • Flaw 5 L • 6063 -T6 3 GIC303 -1 FRAME JAMB 6083 -T6 4 GIC304 -1 TOP RAIL 6063 -T6 . 5 ••• ••: GO -1 : tilti PI- 6083 -T6 6 • • • I G -t : : x 3TTLE 6063 -T6 7 • • • • • : G3- P _ • ` VERN OUTER INTERLOCK 6063 -T6 8 010308 -1 MEETING STILE INNER INTERLOCK 6063-T6 9 G10309 -1 CENTERMATE FEMALE ASTRAGAL 6083 -T6 10 .010310 GLAZING BEAD 6063 -T6 - 11 010311 INTERLOCK STIFFENER 6083 -T6 12 G1C312 ' RETAINER CLIP, 4" LONG 6063 -T6 13 GIC313 FIXED PANEL CUP, 8 LONG 8083 -T6 14 - OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL. ONLY REO'D FOR 7' & 8' DOORS 6083 -T6 15 - OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 6083 -T6 17 W223511K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 GIC315 BOTTOM RAIL SEAL VINYL 19 GIC314 SETTING BLOCK NEOPRENE 20 GIC318 GLAZING BULB NEOPRENE 21 FASTENER PANEL. ASSEMB1Y SCREWS, /10x1 1/4' P.H. 565 S.T. STEEL 22 FASTENER FRAME ASSEMBLY SCREWS, #10x1 F.H. S.D.S. S.T. STEEL 23 FASTENER FIXED PANEL CUP FASTENER, (3) #10x1/2 PH S.D.S. S.T. STEEL 24 - PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL W 2 /PANEL CELCON 25 #1939- 6010 -55 GLASS PANEL ROVER ASSEMBLY AT (2) � PER OPERABLE PANEL 0 EACH END OF PANEL ST. STEEL 26 FASTENER (2)1/4'0- 20x1" LONG T.H. SS.M.S. TO STILES/ATRAGAL FOR EAII ROVER ASSEMBLY FASTENING STEEL 27 2300 -1055 / #623Z HANDLE LOCK (INTERIOR AND EXTERIOR) ® 36 1/2 /BOTTOM WITH LOCK INSTALLATION SCREW (2) #6-32x3/8" F.H. M.S. S.S. INCLUDES ZAMA( HANDLE 0 35 1/2 '/BOTTOM W/ #10 -24x1 3/4° 0.H. M.S. S.S. ST. STEEL 28 2500 -1081Z LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #10x1 1/4' P.H. S.D.S. S.T. STEEL 29 ANCHORS 1/40 OW BUM MEN OMR OR 1/40 HIM 1910 -CON 11 AMOR (SEE SO FDU.E ON SW 7A) STEEL 30 ANCHORS 1/4'0 -14 ITW BUILDEX TE7( SCREW (SEE SCHEDULE ON SHEET 7A) STEEL 31 GLAZING SILICONE SEALANT STRUCTURAL SILICONE GE SCS2800, DOW CORNING 795 & PECORA 898 STRUCTURAL SILICONE 33 GLASS 0.458 OVERALL LAMINATED GLASS W/ (1) 0.185 HEAT STRENGTHENED CLASS + (1) 0.068" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY El. DUPONT DE NEMOURS & C0., INC. PER NOA 05- 1208.02 + (1) 0.185' HEAT STRENGTHENED GLASS. - - 34 _ BUMPON SPACER, 1/4' DIAMETER HALF SPHERE, CLEAR. 3 FROM CORNERS MAX. AND 12 0.C. (MAX.), AT MID -GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SILICONE •• • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • Nov 17 Mal P.E. SEAL fS 0NATURE /DATE 020D7 11121120 taa. EB WALE 44127 GLAZING DETAIL (SECTION) SCALE: 1/2' =1 SUBSTRATE (SEE SCHEDULE ON SHEET 7A) Apptarccd Es complying with the FlatidaB ;•... C , ... Cato 2 NOA . /r. ISAYI DADE CDUNIY F.B.C. (1-11gh Velocity Hi = Zons) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR o••M D9 a aAtcv. �� B E C�q a Ati[) 12/18/07 ii M ®DIiC. 290 WEST 78 R0A0 .� :..L� -. LIVD.FAH. FL1s DATE WT 7 11N0 61 60MPAilY - . Mk t 7I �'� -�. -.ya PNQI4e: SSSfti S5a-. ; _ - am Nr. J6»�.q m�. � IA L (NOS 598 -0895 ie°u , abO1 Im . 7 1 ('a ]E wow= 07 - 305 ma { Ammo d , mans as DRAWIXD No 98Er 2 OF 1a • •• • • • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • 078' •• • • • • 2' • • • l• • • .dpc • •• • „ :24' 99 FULL (5) FRAME HEAD 8063 -T6 SCALE 1/2 • • • • • • • • • • • 1782 0 INTERLOCK STIFFENER 6063 -T8 SCALE 1/2 - .1 • R.o8? (10) RA30' 8962• SETTING BLOCK NEOPRENE SCALE r.1' • • • • ••• • • • • • • • • • • • • •• tQ30 • • • •• .124' or ® MEETING STILE OUTER INTERLOCK 076` 287 1.985' .050• Q RETAINER CUP, 8063 -T6 4' LONG SCALE 1/2'.1' 6063 - T6 SCALE 1/2'•1 015' 1114 ® GLAZING BULB NEOPRENE SCALE 2' -1 6.012' 5.719• R. PULL 2® FRAME SILL 6063 -T6 SCALE 1/2•.1- R109' .52? REF. .152 R.022' 107 3.50' MULL 5 0 120' 6 .015 OP. 1.52? 0 FIXED PANEL CLIP 6063 -T6 8' LONG SCALE , -.,• COMPONENTS 65? 3. 129' .094' 278 1978' ® MEETING STILE INNER INTERLOCK 8083 -T6 60.00E 1 /r -1• R (9) FRAME JAMB 6063 -T6 SCALE 1/2'.1 .094 2.064• Law ( 3' 12 12 8 - iTYP•) r � NL1V 1 7 MO P.E. SFAL/SIWVATURE /GATE 1.749' 130° R.031 (4) 1.16 .078• W .138 R010• . . 74? .271 .049' 8022' 0�? ® TOP RAIL 6063 -T6 560E 112'.1 .937' 3.000 ^- 2.128 .87 978 Ran' Our T (ar.084• �u .015 OP -.078' /Law R. 4 - \ r.125' CENTS AIR ATE 6083 - T6 SCALE 1/2".1 9.581 - REINFORCEMENT FOR 115 OPTIONAL EXTERIOR MALE ASTRAGAL -T6 REINFORCEMENT FOR FE 6063 SCALE 1/2'W FEMALE ASTRAGAL 6063 -T6 SCALE 1/2 2.014' .22 02001 767050 010. \ 1118.17 2872150 • EROPMERIRCI COMPANY 13.50 69. 260 so. 967. v1 0 17 25169 P1•n 1 71 -10.00. im, (266671 -5691 s -nwll: oLC 000871 rn, EB- 0008719 6105611 44(67 E 805? (2) R.140 (2) 3.50' 6.02? �J.,3ze• 218? 0 MAO ® OPTIONAL INTERIOR BOTTOM RAIL SEAL wNrL SCALE 2'.1' .98 R031 .184' (4) 1.28? 0 IIQUALEAL 600833 -76 SCALE 1 /r -1 ® GLAZING BEAD 6083 -76 SCALE 1/2 FULL A 6l =applying with • Date MLe-1R L' ccacd n 'qt r. ... MAW 010E COUNT f.B C. (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT GLIDING GLASS DcoR _rata Lc./A;:v P}41 ` = 6.601 acseamel auz 016. smt 290 WEST 78 150■0 12/18/07 11ALE01. FL 33014 71535F• (317) 553 -.. .. FAX: (303) 655 -830 V60.527e7 0 11111 0 8 81.:T-1 07 - ,1611. OS■WINO 111, 6006171m o1a MEET 3 Of 18 DESIGN PRESSURE RATING MAXIMUM - HEIGHT MAXIMUM FR NE WIDTH MAXIMUM D.L.O. HEIGHT MAXIMUM D.LO. WIDTH +85, —85 psf & 15 psf AT WATER 9' • 16' 99 3/4" 42 3/4" +91, —99 psf & 15 psf AT WATER 8'—O" 16'—o" 87 3/4" 42 3/4" +100, —120 psf & 15 psf AT WATER 7' 16' — 0" 75 3/4" 42 3/4" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • D/1 1 • C 11 Id • • • • • • • • • • • • • • • • • • • • • 0 B ••• AIP• • A/8. • • • • • DEL X/7tc,___ ') vJ A/8 ( II / DET. X/7Ar 13/9 • •—• WIDTH (SEE SCHEDULE) B7104 8/9 DET. DET. ( 1 ") (" 11 11 s 1 DET. OA B710 ( I I _ DET. X/7Ar B/9 TYPICAL EXTERIOR ELEVATION (OXXO) SCALE: 1/2" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. A/a4 SIM. A/8 SIM. r- 0/1 1 C 11 • DEL Y/7A is 1097 TILTECO INC. / al. EC 0 INc. TILUT 1TZTEn ERCINEDIN3 OOMPANY can St. so% starrr.4 ri 33156 ... . Aiwa C300)A71-16.10 . (300371.1031 NOV 1 7 20110 thr,o0oeteem -.3eCent P. SEAL/SIGNATURE/DATE WALTER A. TILL/T J... P.E. FLORBIO LId.4417 MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR A MAXIMUM FRAME HEIGHT. FRAME WIDTH. D.L.O. HEIGHT & D.LO. WIDT+I A MIAMI DADE COUNTY F.B.C. (Hlsh Velodty Ftertitw, 7. SERIES 11000 likill IMPAOT SLIDING GLASS 000 04.1 at: LGIU.Cal . . ..---...... T-............r. rair len WEST 78 R() 12/18(07 _.- - . rolu.D.H. Ft. 33C " s 4 ". „,,,,, ,, ,,, ,--or' , 1-4419 ' 5 :4_ , ,,,,: ----- ,,.. , O _ 305, . .. DNAWING No A. AA mamma eaz mows Waft WIIIW7 SHEET 4 OF 111 D /12._, 1 . L 4 • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • A ♦ FRVE WIDTji (SEE SCHEDULE ** A �� �I �ET • . X /iA • • B j•9 • • 6wc1 i• • • • • tot (t•• • • •3 3 , P L ••• • • • • • • • • / D.LO. SEE SCHEDULE **)--" 0 L 11 ) A/8 4 DET. OAT B/9 ** FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 • •• • 1.9 1/4 •• - OPERABLE • • PANEL WIDTH • •• S r - TYPICAL EXTERIOR ELEVATION .(OX) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 1 D/ D/13 S .Jm i • _—( • /l2 �w,C /13 I C' L I \ rDET. Y/7 FRAME WIDTH (SEE SCHEDULE ••) A/8 B/9 ET. f 7A 1wc1 I (\ 11 11 X 49 1/4' ----- 1AA)!. OPEDADLC PANEL WIDTH L O.LO. – (SEE SCHEDULE •')-- L A/8 4 49 3/16" MAX FDtED PANEL WIDTH 0 <;I 11 B/9 4 DEr. X f 7A TYPICAL EXTERIOR ELEVATION (XO) SCALE: 1/2" = 1' -0" ' SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. D/13 • 14 % C/13 DEr. Y/7A 7: 11171E e 0 ANC. ' y �p _ n0 Move 51971 - 1230 I . p 14FU 1 'f CUUU a -male m:ecoeco:.cora eB- Ci.067 P.E SFAL✓ GNATURE/ A1E IYAiEQ A tW: Jr.. P.Z. F{.ONIIIA Lie. 44107 D/ 49 1/4 MAX. OPERABLE- - PANEL WIDTH LJ FRAME WIDTH (SEE SCHEDULE * *) B/9 X/7A S T ______ i I ) D.LO. — ' - (SEE SCHEDULE • *) X 7A TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 1' -0" ' SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. Awned Reds Code na with the Dale NON? Iva 20 D'p sadnaCca&ol Di` • By 111a19 DADE COUNTY 2'0 WEST 78 R4-. 12;'1" rp) FL 32t • ...lh :: 13401 :.. • 3G5` o usvw � n ssb��"' T r — r . — : r J -�. q ,,, LFa41.au r:o a a t { 7 5 or15l x;n0 1n7ECA INC. SERIES 11000 H}Grt iMPAC I StiOING GLASS C n i:k latarr ;; ; ;,`-: • • • • • • • • D /15 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ." • • • • • • • . • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • * MIA %MTH (SEE SCHEDULE "") .. t .A / �E� x �91 Der. X/70 • . . • . • • j � _ 3w� .f1 P II •• • • • 4S 3/16" MAX. FUXED PANEL WIDTH • • • • D.LO. -- (SEE SCHEDULE 0 FOR MAXIMUM FRAME & SEE 'sCHEDULF .)N SHEET 4 , • • • • • • • • • • , (2! 1 � A/8 4t DEf. X/7A B/9 49 1/4" -- --MAX. OPERABLE — PANEL WIDTH Z DEf. X/7Aj17/10 441 Z TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 1 D/15 D/16 • - . 1 C/15 C76 1 1 1 -DET. Y /7A J A/8 49 3/16" MAX. FIXED PANEL WIDTH 0 FRAME 1VIOTH (SEE SCHEDULE "") DET. X/7Ay B/9 . DET. � SIM: a u'; i n I i _ '1 49 1/4 —MAX. OPERABL PANEL WIDTH �2C07 TiLTCCO MC. Z A/84 DEf. X/7Ar -- 8/94 DET. X/7 A / 8 4 SIM. TYPICAL EXTERIOR ELEVATION (OXo) SCALE: 1/2" = 1' -0" ' SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 7 L L' Ss. iN ? :v yry - PIV117 ..:a. �w.com C, ,'.`.. S&'4,/ GNATURE/aATE WAL T'' 71: r r. n FLORIDA u.:4767 WV 17 0 1 D.LO. (SEE SCHEDULE "") - D/16 • C J16 Fiothia Applovei m wvyytogwitbme DG1 E e I rm. �e - Mi mni Dak CoMv1 AGM Mx COUN17 F.B.C. (Koh Vcdoctiv 4tnrin. o_. SERIES 1 WOO Hk , 10,1frACI SuJDI IGGRASSDu: tarts 140 JEST 74 RC..: 2;'tn /P: sAM fig 33r .-1 ■41 1rN ?re P�SOIw'.� -rz Kb. ¢ , 1 r,-1 54S. G G7 to g • •• • • • • ••• •• ••• • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • . • • • ••• •• ••• • • • • • •• • • • •• • • • • D/1 7 a r g C/17- A/8 B/9 871 0 8/9 SIM. DET. X /7Aa DEL , DET. X/7 4 "' I � I I 11 ) � 11 113 , 11 u ). 49 i /a MAX. OPEpABBLE PANEL WIDTH 1// D.LO. (SEE SCHEDULE .9 X i ..: rrN ati X141> cRAME & DLO. i ,LL end iHEET A. FRAME WIDTH (SEE SCHEDULE ••) DEL X /7ir - DEf. X /7AT A/8 8/9 B'/10 DET. B/94 TYPICAL EXTERIOR ELEVATION. (XXXX) SCALE: 1/2" = 1 -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. P.E. seAVsew.ueE; ,. X A/84 SIM. F.B.C. (Hlgh Veloctty Huthcane Zone) • 0200 rtA , .,_ ! SERIE=S 11000 HIC :.. ;C NC I:;�A' I'! . rr. - ss°i rm : ■ Qm� s� 2 L•, .. '. 1 4`7 .3.3_ #.'s !',y� 2/017E %C FD,. 2/'0/:7 e-mom URaoc Im roe• //ALM e tut . •., F : /WHOA tlC. Set et i A D/17 C/ 17 r \DET. Y /7A m.� j av 1 7k'e C� .fNl6r/om Calm I I Approved es complying with tae ' Code MM1e DADE COUNTY J:. . n 2iWW'dIG -r --" i 6Attl / Of IB Q U M FROM j - ANCHOR TYPE- SUBSTRATE OESION JANF n il OF ANCHORS 0 FOR TAPCON FOR 1611( -0011 A . 9'-.0° OR 8' -0 OR 7' -0 1/4 ° 0 TAPCON ' OR KWIK -CON II - POURED CONCRETE OR CONCRETE BLOCK +60, -60 pat 18 o.0. 18 0.c. +75, - 75 pat 18 o.c. 18" O.C. +85, -85 pet 18" 0.c. 18° o.c. +91, -99 pat 16 1/2 o.c. 18 o.c. +100, -120 pat 13 1/2' o.c. 18" o.c. -1/4 ° 0 TAPCON WOOD +60. -00 Psf 18" c.c. N/A +75. -75 psi 18 c.c. +95. -95 psi 16' 0.c. +91, -99 pat 13 1/2 0.0.. +100, -120 psi 11 c.c. 1/4 ° 0 TEK SCREW ALUMINUM MUWON all STEEL MEMBER +60, -60 pat 18 o.c. +78, -75 psi 18 0.0. +85, -85 psf 18 0.c. +91, -99 psi 18 1/2* 0.c. +100, -120 pat 13 1/2* o.c. ••• • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •••• ••••••• • NgMBEq OF ANQ CLU R 4 AT HEA &SILL CO NNECTION S CHEQU`E • •F0 2 14 I HO IZ T YP SISdSTRATE & DESIGN PRESSURE RA TING • • • • _• • • • • At& • ••• • • • • •• • • •• ••• 9' -0 8' -0 7'- ANgpR•RPE 1/1;4 TAPQON • •DR• • I11I0-C91N IP •• • • • • • • • 1/4 "0 TAPCON 1/4 ° 0 TEK SCREW 1/4 ° 0 TAPCON OR KWIK -CON 11 1/4 ° 0 TAPCON 1/4'0 TEK SCREW 1/4 ° 0 TAPCON OR KWIK -CON 11 1/4 ° 0 TAPCON • M'1 42111 •° • N • • • • • • • • • •• WOOD ALUMINUM MULLKIN OR STEEL MEMBER POURED CONCRETE WOOD ALUMINUM MULLION ea STEEL MEMBER POURED CONCRETE WOOD oESION PRESSURE ROMS +60, -60 paf +75, - 75 pat +85, -85 pat +91, -99 psi +100; -120 pet 11 11 13 17 +60. -60 psf +75, -75 pat +85, -85 pet +91, -99 pat +100, -120 pet +80. -80 par +75, -75 psf +85. -85 pat +91, -99 psi +100, -120 pet +60, -60 pat +75, -75 pet +85, -85 psi +91, -99 pat +100, -120 pat +60, -80 psi +75, -75 par +85, -85 psf +91. -99 pet +100, -120 paf +60, -80 Per +75, -75 par +85. -85 paf +91, -99 pat +100, -120 pat +60, - -60 pat +75, - -75 par +85, -65 psf 11 13 +91, -99 pet +100, -120 pat +60, -60 psf +75, - 75 par +85, -83 pet +91, -99 pet +100. -120 par HEAD /SU _ • n ` 1 of ANCHORS 0 ' FOR TAPCON 9 11 13 15 17 19 9 11 11 13 17 7 9 11 11 15 9 11 13 15 17 7 9 11 11 15 9 7 9 11 13 15 FOR KM-CON II 5 5 7 9 N/A 5 5 5 7 7 N/A 3 5 5 7 N/A TEK MU: ,•.iaPSv STEM. +60. - 60 par 191.99 i.sf 1 ---- 91 - TO CLUSTER Cf (GQ) ... _ 5;,__; /..- . W.,- •••. MAXIMUM ANCHORS SPACING "S * AT JAMBS CONNECTION SCHEDULE FOR A GIVEN ANCHOR TYPE. SUBSTRATE & DESIGN PRESSURE RATING * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) DETAIL X -X HEAD & SILL CASE N.T.S. s+I^, 114;^. r 5r "3' a,.+liu 22/,6' DETAIL Y -Y JAMB CASE N.T.S. APPro'ed av campplpm6 with we D,:4. ?;m :• COMA WALE DADE mu F.B.G. (H lgh Velodty Hurricane Zonal Lic. • 4167 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • 'L'2 MAX. THICK �. . STRENGTH. GROUT • • • TUni • • • • • • • • • • • • • • z g d a E.D. ' ( ST ADZE 9/1, WOOD SUBSTRATE 2'x P.T. WOOD BUCK (SEE NOTE 8/1) 2'z P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REQ'D. 1■ P.T. WOOD BUCKS (SEE NOTE 8/1) 6 ai * (2) 1/4' LONG ■ t.OTCHES, (1) AT EACH END 07 ECM � SCREEN f 1P03 AT (3) POURED 1 • CONCRETE REQ'D. G ' ^ (SEE NOTE " 2) CURED Q9i4CRETE/ CONCIRE OCK S $� MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 —T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-800 A -853 OR A-38 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUMINUM MULLION SUBSTRATE E.D. ED. .-(� 1 �DTEI— . --(SEE NOTE ::.TEFL M SLii SUUTRATF .1PPeared w mmp! Y m 8 0091. the FHmri¢D ' • THIM . p6 !UAW WOE COMM FacIHXIim187a18) • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • to NOTES: �B'q itUP ;F.i•; I� 011 i t ''If' -,I . ED. (SEE ( ig MOTE 9/1? NOTE. 911) • • • • • • •• • • • • • • • • • • • • • • • • ••• • • WOOD SUBSTRATE E.D. (SEE `2'a P.T. WOOD BUCK (SEE NOTE 9/1) * (2) 1/4" tCNf t1F_ NOTCHES, (1) AT EACH END Of EACH SCREEN RE TRACK AT ** (4) 11/16 LONG WEEP NOTCHES. (1) AT EACH END OF EACH OPERABLE PANEL 1RRACK AT(.^� POURED g rrM.I P E -.• REVD. ( rSEE NOTE -�! POURED CONCRETE/ CNCi'E° " BLOCK SUBSTRATE (2) * * r MAX. TH1CK HIGH STRENGTH_ GROUT. E.D. (SEE NOTE r MINIMUM WALL THGCKN SS1 9 / 1 ) ALUMINUM ALLOY 6083 -T13 MIAMI DADE COUMY�� APPROVED MUL170N (UNDER SEPARATE APPROVAL) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -553 OR A -38 W/ 12 GAGE MINIMUM WALL THICKNESS. ^:.P.u7d Lc. 44.157 E.D. SEE NOTE 9/1) 1\ ALUMINUM MULLION SUBSTRATE E.D. ED. SEE NO 99! /1 NOTE 1) 11 S:ti.%:.C. B TEm ST 34 3 E��.,,rme,: ^� `a1aP!•::g a ..:: LLx MN::u ■An Cad: Dr; e ._ et MWW DADE COUNTY F.B•C• (HO }lluryc -' 3 7r•AA1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • 6 0 0 2 E 1 (2) P.T. WOOD BUCK (SEE NOTE 8/1) WOOD BUCK (OCE HO'.7 8/1) E.D. (SEE —I 140 POURED CONCRETE RE(r0. 1x P.T. WOOD BUCKS (SEE- NOTE 8/1) WOOD LC I,a NOTCHES. SUBSTRATE 0) AT 1. F.1.".1 Cr EACH SCREEN an TRACK AT(?) E.D. (SEE NOTE 11/1) POURED • COMCRETF • - • REML E.O. (au o; s -(2) - 4 ) ED. (SEE NOTE 9/1) —.... 7,EL) (QfC BLOCK : $1JPITRg.E. 2MX. THICK HIGH STRENGTH_ GROUT. le MOWN WAIL THICKNESS ALUMINUM ALLOY 6083-T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-658 OR A-38 W/ 12 GAGE MINIMUM WALL THICKNES. ALUM NUM MULLION SUBSTRATE ED. (SEE E.D. (SEE F 0 TE 9/1 NOTE 9/ 7.r A.uluved Cods D7.. • _ . muu4i DADE COUNtt lurtitatia 7nna1 • • • • • • • • • • ( 9 1/4" MAX. OPERABLE PANEL Mk • • • • • -: ' • (0 • • • • • • • W SEE NOTE 1 INDICATED ,,,, !WM • • • • • • • • • it 4.7 qi) II- i.E. IAI ralligignii 1141111"--1... 1 1111111 _ 1.31 . P =-_ ,— AINIM k v ....v.,_ ,___. ,...,„ ,:. I 01141111 WA t ai'1_-_--- --- ERIALl IIM mi 1 • I) 0 ,. ., r=r1= 111111111M Mal. = Al • pl_ — mi — „ 7,___,71 11111 IL 1 I . . 4 ei it 4 411.- -1----._ 1) -- `- 1=J- ( 11.11W 1/:_•■•-■ nom a 's 1•/•■110111M 11 0 1/4' SHIM (SEE N TE 4 0' MAX. PT 45 ,01 INDICA • BEL 0 POURED CONCRETE OR CONCRETE BLOCK RM. oi Ing 110 9 /9 2'x . WOOD BUCK (SEE NOTE 8/1) WOOD, SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A-500 A-653 OR A-38 W/ 12 GAGE MINIMUM WALL TiCKNESS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TokilINI SSW If iffwipd 111111.411 ; I ruA;( /`;.,H--1H (s. Nit BELOW) . • - ••• E 1: 1 1a VEL ' .s.j.r.EEL MEMBER SUBSTRATE • •--, `■ .--• ■-. • 9 3/16' MAX. FIXED PANEL WIDTH • • • • • • • • • —49 1/4" MAX. OPERABLE PANEL WID111 D.LO. (SEE NOTE 1 --,- INDICAtE0 BELOW) 3.1.6 t 'Rah 4 !um_ NOMML_ 111111 ,..••■ • - 1 1 (2) 0 OR ® 4' 0" MAX. 4' 0' MAX —FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C—C (OXXO) EXTERIOR SCALE: 3/8'4 acrEt SECTION D—D COX)407 03 0 T1 I 9.".:-1E. "ION (SEE 1• 141QICEISLI SEV -- • - - - - - - rS\ L : _ . 6.- /2 __ .,11 .., y.ot, •,„....„ ,. i,....„-, i A ,. ,,,-.-__:-,, . i(„.„. .... ,,-- 9 ,_ -.--_-_ _ _ .,.,„. ,_. , .., , _ .,....,._,_. , : .:_. ., 0 , i ____1: .... ' 1 „ r •"'' 4 ---- ,..ar-•-•,' ti l: , . ,ez : i _i ■_!_!-- co 7 .- 1 • E.ci ' v3 -- l e , v L _,. r ( - 41 II 1 6' i ' I - - • r -71r--c 10 --...,,._.". . . ,_ ... • c-.' i 11 il i - .. lk - 1 it=.--._ YS. SHIM 1/ 1 1 MA : t - ■ —4' 3” MA): MULL10ii 1/4" i •"' f Or x P . 0 BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8"" S4114118.18 WALL THICKNESS ALUMINUM ALLOY 6083-15 MIAMI DADE cowls!' APPROVED MUWON GAMER SEPARATE APPROVAL) MAX. MGM t 11 1 • 1 ' SUBSTRATE --a_ P (H1,0 vpItvItvHIPTim •"3:,•:r; 7 1,1 ‘ 4 .4 WES. '......11141Y • - ••• • -,-4•s. 6fP , * - • 1I %AM r 0 el 1/4 .IAX. SHIM 49 1/4' MAX. OPERABLE PANEL WBN14 D.LQ. SEE NOTE 1 INDICATED ' mml 114 ry ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • •. • • • • • • ••• • • • • • • • • • •2) • • • • s • • • • • • • • • • • • yut• • • • • • • • Deft • • • — IIe•li1 • • • 1.1 • •• ••• • • • • • • 2 x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD =BM • •• • • • • • STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A -853 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. • MAX STET"! MEWDER SUMIM1 (SEE NITE 1 INDICATED BELOW) 4' -0' MAX. 9 3/16' MA,:. hx.EL1 PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 30 EXTERIOR , SECTION C -C (OX) SCALE 3/8' =1' XI RI A , d t 4 # 49 1/4' MAX. OPERABLE PANEL WIDTH- 0.1.0. SEE NOTE 1 INDICATED BELOW) m :: - -- i;■ II I I ,i F I 11 L ._ -- _ � 1 1 II M.X. SHIM (5•: 0:1Y0;'. t tr:;.It,A;ES BEL' ; 1/4° MAX. SHIM'/ 1x P.T. WOOD BUCKS qri NOTE 8/1) POURED CONCRETE/ CONCRETE KOCK, SUBSTRATE THICKNESS / — ALLOY 6063 —T5 MIAMI 048*. COUNTY APPROVED MULLION (UNDER SEPARATE APPRINPL) • T!ti • t 3 i MINUM Whiff.* POURED CONCRETE OR CONCRETE BLOCK REQ'D. IICASINOW (gr.. n +Hii 12) a . 1/8' MINIMUM WALL { n n I2• ti NO2' c tang,.# ',_9J. Y. 1/4' S18M 49 3/18 MAX. FIXED PANEL WIDTH D.LO. SEE NOTE 1 INDICATED BELOW 1� =\1 M ■ V: ■ u _ ° 2 1 m il ram GT . . 8 � , 1 `fl''' ( ( BFI `1 =1 J _ 30 1/+ MAX. SHIM •• • • • • . • • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • •• • • • • • • • • • • •• • •• •• • •• • • • • • • •• •• • •( 2) • • • • • • • • • • •• •• • 2'z P.T. W000 BUCK (SEE NOTE 8/1) aka SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -38 W/ 12 GAGE MINIMUM WALL THICKNESS. I \� DLO. �. (2 ©9 OP. G (SEEN 1 I 'DICA . aa.oW) O° MAX. I -- •r 0 ? AX. 1/4 MAX. OPERABLE PANEL WIDTH - -FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C —C (X0) SCALE: 3/8 ° -1 ° • r i , ,.,-. J `.--iN 13 --- l j� �I: Il K ^1 M I i 4el T • r �1: r� 1i D1 I 66) p 0 1311 I ('1 �I_ _. n. .. _._ — - _ .. 19 '/4' MAY.. . ;..;. _t 'alp — :;'. ...� l g f L.- ^. .. -FRAA 9 V.1:1111 (SEE NOTE 1 INDICATED DEL.W) OWT3G i w eT � 2.6It ' — ' w _t ■ a POURED CQNCREfF( CONCRETE BLOCK 5UBSTRAK I If T- ! 1rn -' POURED CONCRETE OR CONCRETE BLOCK RECD. 1A F.T. AIDDD SUM (SEE NOTE 8/1) 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 9083 -T5 9 3/16' MAX. FIXED Ph::' 15fOT, D - - -1 MIAMI DADE u(Ar11Y APPROVED MULLION SEE NOTE 1 INDICATED BELOW) ` I ` (UNDER SEPARATE !APPROVAL) 9 o A:np.aeae:complymv rtt; fiv 5 %9Oaa Eu;id.. -a End, Do rI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••-• • • • • • • • - ■.. • • • • ' • o2 • • • • • • • • • ,w • • • • • • • • • 12) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • amigia... • .T. WOOD BUCK (SEE NOTE 8/1) SUBSTRATE STEEL MEMBER BY OTHERS SIMU. CONFORM TO A.SnE A-500 A-853 OR A-38 W/ 12 GAGE MINIMUM WALL THICKNESS. 1/4° . (SEE N 1 9ELOW) I 2 OR I '. 1 ' 5111- 4 MAX. MAX. SHM —49 1/4 MAX. OPERABLE PANEL WIDTH FRAME WDTH (SEE NOTE 1 INDICATED SELOW)-- D.LO. SEE NOTE 1 INDICATED FX.61-0TRs1 NOTE 8/1) =MB ` raimaigissa SECTION c-c (XXI —„_.---- ef-r-r,rlet. r # •z! `‘z• D.L.O. ;SEE ■40TE IkoiCATED «10W) 1x P.T. POURED CONCRETE OR CONCRETE BLOCK REVD. 1 &EN ,, .... : ,..., t n ! ' i ' - ______-• .A ...1-:!, _ fiu .: -, , L.• ___ ; _____J •X 5 i' (SEE 05 1 114=A:1.5 ,- .. 7 .:L" , q1 1 - I ■••- ` i., ,--,: t I - -441 1/4* r.+00( (IPERAini PANEL _ u!nrki NM: • :Nr4CATI . "-- M..1.1MI4UM M114! 1/5 AV:10111A WALL THICKNESS --, ALUMINUM ALLOY 606 \ HMI DADE COUNTY APPROVED MUWON ..:AA SE.moRMI AP6IAA.AQ \ F.■ 1-Lizzak — - • Appl:f64011. E11.11.21/-T 1 1) r vorc63 L. 611�I fl oz e (2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • T 1 WOOD BUCK (S5E NOTE 8/1) Acm su RSTRATE 1.2 1_ ii ir k 4rIvIEF1 7 / - ; 7 (3 j14 4 • • • • • IF— --Iv— —.• - -- 1 MAX. SHIM -4' 0 MAX. SECTION C—C SCALE: S/8=1 OXx STEEL MEMBER BY MFRS \ SHALL CONFORM TO \ A.S.T.M. A-500 A-853 OR \ A-36 W/ 12 CAGE NrAtNikilaa WALL THICKNESZ. °-' \ —49 .3/18 MAX. FIXED PANEL =MN 1 : t k I P / / q ` 4---9 ...; • _,.___ r . ...\,_ 1 — "II -- 6:_ 63 (,), k. &,, 'I ?- - ''-..' •-._ ..-.:"...: 1111 I! !I . • , . _ _ . . . ' " - r. •T f'411 EQ.I t ; • E.O. 1 I q..9 10 4) 1, 1[11110 yI Ir 1 i n. ( ) 0 OR gi (SEE NOTE 1 INDICATED BELOW) 1/4° 1 • — I I rP.A.LIE 17,DTH. (SEE NO 1 INET= D'a02.) — 1/4. MAX. OPERABLE PANEL WIDTH- 1x P.T. MOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE MAX SH 1/8* MINIMUM WALL THICKNESS 7 ALLOY 81153-T5 \ MIAMI DADE COUNTY APPROVED MUIJYThl SEPARATE (tR la ----11 1 In 11 ■; 11 --- 1 1 - ';;-/ J O..— 'Ili — • t ,;. — - - \ ••—:1 • !I 11 - • E • - fe„ ; : • -•• ,___ ! --,-..---,,, , T 1 r - - - 't -., - ---.; (----- 1 , -- r 71 f !I it , r - . -- : , , , .' ••, ; -,-.-- - _ . , qr ■ . ,,... , , :, 1 I cle; r 4-4,4, 1 ' .., —,... .,,,,,...■ — — — ,. I —4 ___ - --r ''.".7,,': s t...i,E N'T. i ;■:■.,..C.',.a.:, ■:::. . . — • - -- . - --... ! . , .4. icc c:. F_KAc:_i_. Frm_L • : -,..! , : - , , i.; -,, :e. , / , ‘J.:A..■..1-, tr:77-aa ,, , , ,',4.71ecv.11 1 , Li • - c — c:c 4,.41 4 7 7 7-It r ; u • • • ? • Z1, • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • NOMM • • • • • • • P.T. • • • • • • • • • • • • • • • • • • 0 milminot POURED CONCRETE OR CONCRETE BLOCK RECYD. 2.% W(100 OUCK or (sFr N np) WOOD SU STRATE 49 l/4 MAX. OPERABLE PANEL WIDTH •-•-• (SEE NOTE 1 nocarED amovi) i D.LO. ■0 1.,.• 1/4" SHIM ' ., .----.,..„: . , • • flia----_-___-- •-„....:_-_-Aii., 4 I '°-- e _...-__•••) - •''f- = f ' ; j '4 ( 4_ 1 ;P I- rir -- TO j-Y - - 1 ------ - - --- I ii / - -- -1 - --i > - 1 j _ ylr,- ,•si , y • II -,,- -,---.; !•.,,-,, ,1 --- — = .-.;,,-,'.,,,(1)..-:-::11,,: I \ , _....„-, ., !.: . - - . ; „.,..... __ (1.2) ---- -, ---"--„!----'=„- , Q4)-- -;, 1 1- 7:4,.......i4::. -- - i - 1-- a it,.,;r,,‘ , Hi ::::..,-...,,„....,..„ - . ._ ... / . , ' n2) r i0 OR @ I I ; ° . (SEE NCiTE I INDICATED BELOw) 1 11 _4• ,y- , • ... ._. _ _21 --i /.. . i . •,. ••.; 1 1 - r- ------ ! , 45 3/15 MAX. FIXED PANEL WIDT'l 1x P.T. WOOD B71 C1C.j. - - RAM. (SEE NOTE 3/1) tIoR SECTION C-C (0X0) 3/&.l —STEEL MEMBER BY OTHERS SHALL CONFORM TO 1, \ A.S.T.M. A-500 A-853 OR ,--1/8 MINIMUM WALL THICKNESS A-33 3/ 13 CAGE 49 1/4" MAX. CPCRABLE PANE WIDTH ° ALUMINUM ALLOY sus3- 1NIV•II: WALL THICKNESS. I°- , M WM Il'IDE cowry Ar•T. < --■ C - ,g' ,-, - ')x • I .- f'; ,. ,•-•_ 14) - -.; ' \ --• - 1(REE NOTE 1 INISCAIED BELOW)I - C3:1 \ MUUJON (UNDER SEPARATE APPRLYAO II / (13 , ,( , ., , ,' _,. 4_,_ ., .ie.5 ti ":.-- 1 5.:_.4.464 = II 1 . 11• =-=- 0 - •••-•... • i ..„.,. T i , • .`g ii ., 4_-_ _'__ __ _.• . .. ___! I. 1 , ' OIL -- iri':. _; ; ''''' ';• r. ''''•: „ . e / 1 .., '''. ''' ...-' -- -,1... , . 4 - - ; L ii ;,,. : i l'' I; ,I--1 --' ..--- --..--.---.,. : Op 7.- —_-_—__ , ., ..,...._-__ • , ' .. ,, - • • • - -- ,.......--• . _ , :- ,-: ." . ii“• ,q:4 i --I - ■ iL ,--Pi-----t-\ , -,F--_,,, _.,, - 1 1 „.."- ii •-.;=, „I 1..• R—i—' IP!. - ' * •J , I ;;.,.1•___.,1•,..: •, .. -;;-;,; ( ; ;,•-•,,:., •; . '::::: ••2 -,`. • , , , i:; * i - ' iv : u .,__,,,..._ _____ -.;,";;:"- : ''''7-rr-----. r'' . I i L 1, - -- 0 1 . i '. . .._ i .1i1 • . ' . •,.._,•t: :, : ' ..41 1 ':"-+,---"'' . .. : ...' ■ ,',';. :!...,-' . ..--....- .. :..., I . .--. rj I; 11 I ., •, • ,,..__. ''' '' 1 1 I! I •-•-:/- . :--..' '...' -: ±1.... E.- . ' - 1- __ .. ! : - 2 . „i. -. , .. .. 1 __ _ ' _._';'_, ' 1 I ! ! • WIrInt ;7.77: ' r4. '1:44.■,.t_1`...,7 , — • a ■-._P a _ . • _ POUREDMICRUE/ CONORZTE BI.00K SUBSTRATE ,I11er vm113.1111.,r r l00 • • • . • • • • • • • ••• • • •.••1 • • • • •• • IL_►. _'S P •• • HE H ' S PEA GN _0.D * - COMP S AD P D BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (I =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DI P 0 -0 -• P :a ; !OF H BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) - •• 1.) THIS CERTIFIED 5701 • /11!IC EALED WIND LOAD SCHEDULE PREPARED BY THIS ENGINEER, BASED ON ASCE 7 -02, S£C77ON 6 STANDARD, FOR A BASIC 'WEND SP OA 146 MPH, AND•4PPLJCABLE IMPORTANCE FACTORS & EXPOSURES, IS COMPLETELY MIMIC AND DOES NOT PROVIDE INFORMATION FORA SITE •SPECIFIC E4T. • • ti • 2.) 171i' leer VAD SOHEDLNJ BE SIGNED SEALED AND DATED BY THIS ENGINEER F USED TO OBTAIN A ONE 7711E BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED 011 THIS GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOADS SELECTED 8Y THE CONTRACTOR OR PERMIT HOLDER FROM 7HLS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART, 1 • APR 1 1 2006 -0 - PK;0' H AT .R E T * /1 NZ \ TESTING a ENGINEERING COMPANY MW. JBt& Sit, Ste, XS, 19PLUN/A FI. 33N6 Phone : (30.5)671h15J0 . fdx : (365,1•71-18.31 EB- 0006719 W FLORIDA Ltr. # J 4416 E 7 This p« is Not A MR.t Drizriogo Valid 0111 FQr One Time Permit Na BUILD /NO SCHEMA77G •••• •• • • ▪ • • • • •• ••.••• • •• • • • . • .. • •,•••• •• •• • • 000 2004 FLORIDA BUILDING COD€ - • • MIAMI -QADE COUNTY • • • As SHOWN • • • • • • WIND LOAD SCHEDULE BASIC WIND SPEED ° 146 mph EXPOSURE C, Kd - 0.85 CESCRIPTION t '-o mar saw tear Fat moos * 70 MAXIMUM EN CORRESPOND AN INTERIOR ZONE COMMONS AND FOR ALL ROOF SLOPES. ** L ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * ** PRODUCTS WHICH BEAR A MIAMI -DADE COUNTY OR A F.B.C. APPROVAL DA>s WAS at I• r • • • • • •• • • •• . . • •..... lesCIVIISE ASCE 7-09 •.•• t9'-.P N W 9.W ldaf ASCE 7 -02 / WIND LOAD SCHEDULES. STORM PANELS, ACCORDION & BAHAMA OWUTPERS DAIS 7/75/03 10/W2 • • •.•.•• • • • 00000 • • • ▪ 4/8/02 DATE 02 -247 DRAWING No SHEET 1 OF 1 •••••• • • • ••••• • • •∎ •••• • • ••.•• • • • ••• DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE OF POSITIVE OR NEGATIVE • OPENINGS ARE SURROUNDED BY ARE PROTECTED AGAINST WIND DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINA170N PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH WIND BORNE DEER/ BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE OF POSITIVE OR NEGATIVE OPENINGS ARE SURROUNDED BY ARE NOT PROTECTED AGAINST SHUTTERS. * ** SHUTTERS. * ** PEAK ROOF HEIGHT (h) L** LESS THAN 7' -9• L*+ GREATER OR EQUAL THAN 7' -9 AND LESS THAN 12 -3• L** GREATER OR EQUAL THAN 12' -3• . L** LESS THAN 7 -9 � GREATER OR EQUAL THAN 7' -9" AND 1.** LESS THAN 12' -3• L•' GREATER OR EQUAL THAN 12'-.1 • POSDIVE NEGATIVE POSmVE NEGATIVE POSITIVE NEGATIVE POSIIWE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE D A � ,2.z - 44.1 5Z 0 41.1 50 9 61.0 76.8 58.6 71.6 557 654 > 15' - 20' 49.4 66.1 46.8 60.6 43.7 54.1 64.8 81.6 62.3 76.0 59.1 69.5 100.0 85.1 138.0 79.4 121.7 > 100' - 120' 65.9 120.8 59.9 103.9 88.5 143.4 82.5 126.4 > 120' - 140' 68.1 124.8 61.9 107.3 91.4 148.1 85.2 130.6 > 140' - 160' 70.0 128.3 63 6 110.3 94.0 152.3 87.6 134.3 > 160' - 180' • 71.8 131.5 65.2 1131 95.3 156.1 89.8 1377 > 180' - 200' 73.4 134.5 66.7 1157 98.5 159.6 91.8 140.8 > 200' -. 250 76.9 141.0 69.9 121.2 103.2 167.3 96.2 147.6 '5 250' - 300' * • 79.9. 146.5 72.6 126.0 107.3 • • . • • • • • • • ••• • • •.••1 • • • • •• • IL_►. _'S P •• • HE H ' S PEA GN _0.D * - COMP S AD P D BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (I =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DI P 0 -0 -• P :a ; !OF H BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) - •• 1.) THIS CERTIFIED 5701 • /11!IC EALED WIND LOAD SCHEDULE PREPARED BY THIS ENGINEER, BASED ON ASCE 7 -02, S£C77ON 6 STANDARD, FOR A BASIC 'WEND SP OA 146 MPH, AND•4PPLJCABLE IMPORTANCE FACTORS & EXPOSURES, IS COMPLETELY MIMIC AND DOES NOT PROVIDE INFORMATION FORA SITE •SPECIFIC E4T. • • ti • 2.) 171i' leer VAD SOHEDLNJ BE SIGNED SEALED AND DATED BY THIS ENGINEER F USED TO OBTAIN A ONE 7711E BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED 011 THIS GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOADS SELECTED 8Y THE CONTRACTOR OR PERMIT HOLDER FROM 7HLS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART, 1 • APR 1 1 2006 -0 - PK;0' H AT .R E T * /1 NZ \ TESTING a ENGINEERING COMPANY MW. JBt& Sit, Ste, XS, 19PLUN/A FI. 33N6 Phone : (30.5)671h15J0 . fdx : (365,1•71-18.31 EB- 0006719 W FLORIDA Ltr. # J 4416 E 7 This p« is Not A MR.t Drizriogo Valid 0111 FQr One Time Permit Na BUILD /NO SCHEMA77G •••• •• • • ▪ • • • • •• ••.••• • •• • • • . • .. • •,•••• •• •• • • 000 2004 FLORIDA BUILDING COD€ - • • MIAMI -QADE COUNTY • • • As SHOWN • • • • • • WIND LOAD SCHEDULE BASIC WIND SPEED ° 146 mph EXPOSURE C, Kd - 0.85 CESCRIPTION t '-o mar saw tear Fat moos * 70 MAXIMUM EN CORRESPOND AN INTERIOR ZONE COMMONS AND FOR ALL ROOF SLOPES. ** L ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * ** PRODUCTS WHICH BEAR A MIAMI -DADE COUNTY OR A F.B.C. APPROVAL DA>s WAS at I• r • • • • • •• • • •• . . • •..... lesCIVIISE ASCE 7-09 •.•• t9'-.P N W 9.W ldaf ASCE 7 -02 / WIND LOAD SCHEDULES. STORM PANELS, ACCORDION & BAHAMA OWUTPERS DAIS 7/75/03 10/W2 • • •.•.•• • • • 00000 • • • ▪ 4/8/02 DATE 02 -247 DRAWING No SHEET 1 OF 1 •••••• • • • ••••• • • •∎ •••• • • ••.•• • • • ••• DESIGN LOADS INDICATED BELOW SHALL DETERMINATION OF POSITIVE OR NEGATIVE OR OPENINGS OF A BUILDING WHERE OTHER OPENINGS LOCATED WITHIN THE WHICH ARE PROTECTED AGAINST WIND ONLY BE USED FOR THE PRESSURES FOR A GIVEN OPENING SAID OPENINGS ARE SURROUNDED BY LOWEST 60 FEET OF BUILDING, AND BORNE DEBRI BY MEAN OF IMPACT SHUT!Ltd. * ** DESIGN LOADS INDICATED BELOW SHALL DETERMINATION OF POSITIVE 01? NEGATIVE OR OPENINGS OF A BUILDING WHERE OTHER OPENINGS LOCATED WITHIN THE WHICH ARE NOT PROTECTED AGAINST WIND ONLY BE USED FOR THE PRESSURES F01? A GIVEN OPENING SAID OPENINGS ARE SURROUNDED BY LOWEST 60 FEET OF BUILDING, AND BORNE DEBRI BY MEAN OF HURRICANE SHUTTERS. * ** RESISTANT GLASS OR ADEQUATE HURRICANE IMPACT RESISTANT GLASS 01? ADEQLATE PEAK ROOF HEIGHT (h) L** LESS THAN 12'-3 • L** GREATER OR EQUAL THAN 12' -3" L** LESS THAN 12 - 3 • L** GREATER OR EQUAL THAN 12' -3" POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 92- 58.8 107.8 53.5 92.7 79.0 128.0 1 !�Y1.2 > 70' - 80' 60.5 110.9 55.0 95.4 81.2 131.6 75.7 116.1 > 80' - 90' 62.0 113.7 56.4 97.8 83.3 134.9 77.6 119.0 > 90' - 100' 63.4 116.2 57.6 100.0 85.1 138.0 79.4 121.7 > 100' - 120' 65.9 120.8 59.9 103.9 88.5 143.4 82.5 126.4 > 120' - 140' 68.1 124.8 61.9 107.3 91.4 148.1 85.2 130.6 > 140' - 160' 70.0 128.3 63 6 110.3 94.0 152.3 87.6 134.3 > 160' - 180' • 71.8 131.5 65.2 1131 95.3 156.1 89.8 1377 > 180' - 200' 73.4 134.5 66.7 1157 98.5 159.6 91.8 140.8 > 200' -. 250 76.9 141.0 69.9 121.2 103.2 167.3 96.2 147.6 '5 250' - 300' * • 79.9. 146.5 72.6 126.0 107.3 173.9 100.0 153.3 > 300' • 8 Q!5 151.3 75.0 130.1 110.8 179.6 103.3 158.4 • lb 350' - 400 • • Virg 155.6 77.2 133.8 114.0 184.7 106.3 162.9 } 400' ; 9se' - " " 8'Yd 159.5 79.1 137.2 116.8 189.3 108.9 187.0 . 450' 0. • • 89 - 163.1 80.9 140.3 119.5 193.6 111.4 170.7 • • . • • • • • • • ••• • • •.••1 • • • • •• • IL_►. _'S P •• • HE H ' S PEA GN _0.D * - COMP S AD P D BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (I =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DI P 0 -0 -• P :a ; !OF H BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) - •• 1.) THIS CERTIFIED 5701 • /11!IC EALED WIND LOAD SCHEDULE PREPARED BY THIS ENGINEER, BASED ON ASCE 7 -02, S£C77ON 6 STANDARD, FOR A BASIC 'WEND SP OA 146 MPH, AND•4PPLJCABLE IMPORTANCE FACTORS & EXPOSURES, IS COMPLETELY MIMIC AND DOES NOT PROVIDE INFORMATION FORA SITE •SPECIFIC E4T. • • ti • 2.) 171i' leer VAD SOHEDLNJ BE SIGNED SEALED AND DATED BY THIS ENGINEER F USED TO OBTAIN A ONE 7711E BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED 011 THIS GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOADS SELECTED 8Y THE CONTRACTOR OR PERMIT HOLDER FROM 7HLS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART, 1 • APR 1 1 2006 -0 - PK;0' H AT .R E T * /1 NZ \ TESTING a ENGINEERING COMPANY MW. JBt& Sit, Ste, XS, 19PLUN/A FI. 33N6 Phone : (30.5)671h15J0 . fdx : (365,1•71-18.31 EB- 0006719 W FLORIDA Ltr. # J 4416 E 7 This p« is Not A MR.t Drizriogo Valid 0111 FQr One Time Permit Na BUILD /NO SCHEMA77G •••• •• • • ▪ • • • • •• ••.••• • •• • • • . • .. • •,•••• •• •• • • 000 2004 FLORIDA BUILDING COD€ - • • MIAMI -QADE COUNTY • • • As SHOWN • • • • • • WIND LOAD SCHEDULE BASIC WIND SPEED ° 146 mph EXPOSURE C, Kd - 0.85 CESCRIPTION t '-o mar saw tear Fat moos * 70 MAXIMUM EN CORRESPOND AN INTERIOR ZONE COMMONS AND FOR ALL ROOF SLOPES. ** L ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * ** PRODUCTS WHICH BEAR A MIAMI -DADE COUNTY OR A F.B.C. APPROVAL DA>s WAS at I• r • • • • • •• • • •• . . • •..... lesCIVIISE ASCE 7-09 •.•• t9'-.P N W 9.W ldaf ASCE 7 -02 / WIND LOAD SCHEDULES. STORM PANELS, ACCORDION & BAHAMA OWUTPERS DAIS 7/75/03 10/W2 • • •.•.•• • • • 00000 • • • ▪ 4/8/02 DATE 02 -247 DRAWING No SHEET 1 OF 1 •••••• • • • ••••• • • •∎ •••• • • ••.•• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , •••-•• • • ■• • C2) • 1, • 1 ' WOOD SU PSTRATE V MBE , L.Tr tiQIES • • • • • • • • • • • • • • • • • • • • • • • • • Q asola ma_ (D 0 • • • • ^ • • A--0 • -• • • • / - - 1111 -•—• D.L-0. --..1 1/4* (SEE - N(1TE 1 INDICATED 19ELON) WOOD BOCK r Y x P -/ .... 1 --Siji mAY. (.LE NOTE WI) 49 1/4 MAX. OPERABLE PANEL WIDTH , -- i ^.- - - - t--"'.-.: t; •• ii) -., -_,„ 0 • I. .4I • 1, - - !• 1 ' i ' t; ii --- ` --- :7;7 - •7:.•• --; • •;• —.-;-.;_ .. - . ; :: I' • '• :; t; - . • --- - --": — 1; t ; -- 1 I, - ---/:, A 7-4 d V . 1.4.:4:::_Li r:74 -. V,' — t — , ----- -•.-!_1,...«4 t , (&..\ - ----'". .......2:-_, ..—......{-:. .._. . -1 .. ' .S.__ ___, ,Z 7 ----'---• '.- , ..r -•' — • ' ; --__—..... .. , 1 )... , _ ( 2) .,,, c„ ® 1 ,,,,,.,,,,,..: 4 0' MAX. b.i6.4. ;i1 . 1 lb I .„ „,/ r i auci FRAME WIDTH (i.L NO rE 1 INDICATED BELOW)- ocr OR SECTION SCALE' 3A 1.4(. BY OTHERS A.S.T.M. A-500 A-65.3 OR SHALL CONFORM TO \ A-36 W/ 12 DACE (SEE NOTE 1 ',MINIMUM WALL THICKNESS. INDICATES OLL..a.) I*-51 • 9 4)64 • . ) 14.; CP) V. j; ) (F:: -91r 1 kJ. i• •• • ( Frii SECMA D- le.-- I ' is ''' ri 1 -•• ii ji. „,...3i\ _ .. I ...._ -4 _....-- ..1 '' . ' : i ! ' -7- •• •,, - I 1- . A* • .. --- , .. ... 't , ! 1 t-, !! • II I \ i -- ,. . :s ' , 1 ..... L _ ll , : -....75-r. 7; r7...1_ . ■ , " --- • -"'-'' '' (''' ' -1 r •-t,,S,'; ••., s T • ; - ., ,.: 4=1 -- -- - - - - - .. 1 ' i: „:1,1.,:-..,,_,' •,,-,• ::. ;,". ,,,, . II+ ' 1 '‘ il — -- .'1•5; - :•L - , It " s., , o,---1 -- _.,....• •24'. ' •• r: • "1 1;■ Iii;;;=.---- I. i i - -- - - i i 7,..- _---_ '..-' 1 !;', -- - .:%,, 1 , 1 . • ), - 723 - 2, ..i.----Ja..._,r.. --,- ' • .• _ -:, . , .• . . .,, .. r!i1 :'''', - -...: L ..:1_:...._210 , 5 , . , • , . .• I ,- , , , ., s 1 .,,:...,.• i,1„9_ „,,,, , 1 .__,_ v_1. E.Q. I L.Q, ! \LY . ! .4 i _ ,i„--i-) I 1 i , ..1_, i c7 1 6:, -7 .. 1 !‘.L-.- '2 rini ,. t:!'' .1 ,, 11 -, . . • _ • . , 0 " ' . ;;.• r: :If , il-i■- ' ' . ' ' .4 r)" t ,4 1 — - I • — • . • • h •• ;/`. 7, . „ •, SLi STRALT_ Ix P.T. WOOD (SEE NOTE 8/1) C9NCRETU.: l'ONC..".9 Lit BLOCK SUBSTRATE MINIMUM WALL 7 1460104999 \ ALUMINUM ALLOY 6083-TS MIAMI DADE 1. APPROVED a MULLION (1.'1109R SEPARATE APR= ! ;.• 47.! !High Ve!ccity I a: r aLncaa oii'Atr; (X.A.Sti •`.• 1 Miami Shores Village DATE APPROVED ZONING DEPT • BLDG DEPT ••■_. - ' ./0 r SUBJECT TO COMM= WITIM.10 MORAL STATE AND COUNTY AND REGUATIONS v ---1 (1%% s l Y o Q$\1 1 • a Douglas Cohen 0 0 440 NE 105 St Miami Shores, Fl 33138 .•••■• InammaisaMelis OS10-51,1 Atlas Shutters 251 nw 171 street North Miami, FL 33169 Ph. 335 493 430 RIX. 30 675 6206 0 0 • • 00000 • num.— - wic it;ANE SMOT • • • • • k • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •