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WS-13-1985Miami Shares Village REcmvf Building Department AUG 3 o IM 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY. INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 842 NE 99th St FBC 20 Permit No. Master Permit No.W5AI- I U:� ROOFING City: Miami Shores County: Miami Dade Zip: Folio/panel#; 11-3206-014-2430 Is the Building Historically Designated: Yes NO X Flood Zone: X OWNER: Name (Fee Simple Titleholder): VICENTE BERDAYES & LINDA E BERDAYES Phone#: 574.993.9504 Address: 842 NE 99th St City: Miami Shores State: FI Zip. 33138 Tenandl essee Nam: Phone*: Email; vberdayesgbarry.edu CONTRACTOR: Company Name: Hurricane Management Group LLC phot 561.846.1036 Addresm 412 Sunshine Blvd City. Tavernier state: FI ziv: 33070 Qualifier Name: R. Michael Sorrell I I phone#; 561.846.1036 State Certification or Registration#: CGC1513653 Certificate of Competency #: Contact Phone# 561.846.1036 Email Address: HMGCGCQGMAIL.COM DESIGNER: Awhitect(Engineer. Phone#: Value of Work for this Permit: $ 2499.00 SquardLinear Footage of Work: Type of Work: OAddition OAlteration ONew ORepaidReplace DDemolition Description of Work: Replace side door with Hurricane Impact door, Install Hurricane Panels on three windows. Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO(CC $ Scanning Fee $ Radon Fee $ 2 . / DBPR $ 2 Bond $ Notary $ Trainh�ucation Fee $ A62 Technology Fee $ � Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4 Bonding Company's Name (if applicable) w .bonding Company's Address City State Mortgage Lender's Name (if applicable) Quicken Loans Mortgage Lender's Address 1 050 Woodward Avenue city Detroit Zip state Michagan Zip 48226 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conned 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 commencemetu 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 co7theence rat mast be posted at the job site for the first inspection which occurs seven (7) days after the building permit Veld In of inspection will not be approved and a reinspection fee will be charged �� Signature S' ature Owner or Agent] Cor for The foregoing 'nstrument was acknowledged before me this / " The ing i rumens kJowled d fon day of , 20, by d, y of , ?0, by who is persoVdly known to me or who has produced who is n to me or who has produce (Revised 3/12/2012MRevised 07/10/07KRevised 06/10/2009)(Revised 3/1_5/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS BMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. A. COPY OF QUALIFIER'S STATE LIC CARD B. y/ PY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ••••••■•■••••••••y•■■•••■••••• COMPLETEE CONTRACTORSINFORMATION •••••••••••••••■•••••••••••••• BUSINESS NAME: Ad 1 -Y -i C Olt Ad 4 9:6f PQ- 4 1 ( (, BUSINESS ADDRESS: Z/ 21 -S IA—t , STATE r ZIP CODE & S BUSINESS PHONE: (!jjC.z°'�� FAX NUMBER (� CELL PHONE f j s QUALIFIER'S NAME: s °i QUALIFIER'S LIC NUMBER: EMAIL ADDRESS (IF APPLICABLE): CmM on MOM BY MWV I RV & N O MLDV A CERTIFICATE OF LIABILITY INSURANCE DATE /'29/133 -PRODUCER Get Smart Insurance Inc. 20288 N W 2 Ave Miami, FL 33188 Phone (305)653-7877 Fax (305)654-0283 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 P LIC ES BELOW. INSURERS AFFORDING COVERAGE NAIC 0 INSURED Hurricane Management Group LLC 412 Sunshine Blvd Tavanier, FL 33070 INSURER A: Preferd Contractor Insurance INSURER S: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADVI. INMW I TYPE OF INSURANCE POLICY NUMBER POLICY Nt�'nVE OLIOMMIUM IRAnoN MMM LIMITS A ❑ GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE F%'� OCCUR ❑ ❑ GEN'L AGGREGATE LIMIT APPLIES PER © POLICY ❑ PROJECT ❑ LOC PCIC5025-PCAS0368 04/24/13 04/24/14 EACH OCCURRENCE $1,000,000 PREMISES Me W�$50,000 MED EXP (Any one pew) $5,000 PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $1,000,000 ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HRED AUTOS ❑ NON OWNED AUTOS ❑ 17 COMBINED SINGLE LIMIT (Ea went) BODILY INJURY (Per ) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yea, describe W'Wff SPECIAL PROVISIONS below ❑ W TA ElTH- E.L. EACH ACCIDENT E.L.DISEASE - EA EMPLOYEE E.L. DISEASE - POUCY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS 84583 Contractor - work with building Construction CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001108) QF m ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG DEPT DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED To 10050 NE 2ND AVE THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE itm' 069236 ACORD 25 (2001108) QF m ACORD CORPORATION 1988 w —t .a JEFF AIWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION " CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 3/1/2013 EXPIRATION DATE: 3/1/2015 PERSON: SORRELL RAYMOND M FEIN: 208155561 BUSINESS NAME AND ADDRESS: HURRICANE MANAGEMENT G 412 SUNSHINE BLVD TAVERNIER FL 33070 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14). F.S.. an officer of a corporation who elects exemption from this chapter by EM a cartlflcate of election under Mia section may not recover berets or mon under this chaptr. Pursuard to Chapter 440.05(12), F.S.. Certlftcatea of election to be exempt.. apply only w8hin fire scope of the business or trade hated on the notice of alectlon to be exempt Pursuant to Chapter 440.05(13). F.S.. Nothea of election to be exempt and ceraficates of election to be exempt shall be subject to revocation lf, at any than after the f"of the notice or the issuance of the cerfificate. the person named on the rrotioe or certificate no longer rtmeffi the requhanents of Mie section for issuance of a oudfleate. The depertrnent shall revolve a caMc de at any time for failure of Me person toured on the certificate to meet the requirements of this sec don. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 Vicente Berdayes & Linda E. Berdayes: 842 NE 99th St. Miami Shores, F133138 Folio: 11-3206-014-2430 1. 75"x 57" Aluminum Panels: NOA:12-0406.8 Zone 5 1q, &6SI44 2. 36"x 80" French Door: 12-402.03 Zone 5 Zc)s?-r4 138_ S—O�y 3. 44" x 17" Clear Panels: FBC6416 HVHZ approved Zone 4 S; �f���k W. cf If 36 4. 44" x 17" Clear Panels: FBC6416 HVVHZ approved Zone 4 S. 19 syf+- Val „ qUS 175mph Exposure C - Zone 4 & 5. Mean Roof Height: 15' Worst Case: Zone 4: +40.4 -43.8 Zone 5: +40.4 -54.1 1. '9 Ori 2. 1. RAMMS- ENGINEERING, IN.C. Kd =.85: : 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010. Robert S. Monsour, P. E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (445 - Walls). Positive Pressures Exposure C For the :175 ' mph Wind Zone CATEGORY 2 Heigh t Maximum- Height Maximum Effective Wind Area or, Tri utary Area Effective Wind Area or, Tri utary Area in Square Feet 10 20 30 40. 50 __10' 20 30 40 50 60 '1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 -38.5 37.5 36.7 36.1 35.7 20 - 42.7- 40.8 39.7 38.9 38.3 37.8 25 .-44.6 42.6 41.5 '40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 .44.2 43.6 50 • 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 1 51.2' 49.8 48.8 48.1 47A Interior Zone (4 = Walls) Negative Pressures osure.0 Four the 175 mph Wind Zone CATEGORY 2 Heigh t Maximum- Height Maximum Effective Wind Area or, Tri utary Area in Square Feet .=1.40 -1.29 -1.23 -1.19 -1.1.5 -1.13 10 20 30 40. 50 60 -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 .-43.3 -42.5 -41.9 -41.4', 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 _50.5' -48.4 -47.2 -46.3 45.6 -45.1. 40 -53.6 -51.4 -50.1.. -49.1 -48.4 -47.8- 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5' Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Heigh t Maximum- Effective Wind Area or, Tri utajy Area in Square Feet 10 20 30- 40 50 60 .=1.40 -1.29 -1.23 -1.19 -1.1.5 -1.13 1'S -54.1. -56.4- -48.3 -46.8 =45.6 -44.7. 20 -57.2 =53.4 -51.1 -49.5 -48.3 47.3 ' 25 -59.8 -55:8 '-53. -51:7 -50A -49.4- 30 -62.3 -58.1 -55.7 `-53.8 -52.6 . '-51.5 40 -66.1 -61.7 -59.1 -57.2 • -55.8 -54.6 _ 50 -69.3 -64 7 -61.9 -60.0 -58.6-5-7.3AA i a 60 71.9 -67.0 -64.2 -62.2 -60.6 S -Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is0611AT, but not less•than 46A, of least horizontal dimension or 3 ft. (h = mean roof height i 1`66_tjp NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. i a MIAMI- MMI -DADS COUNTY PRODUCT CONTROL SECTION '• DEPARTMENT OF PERMI'1-I ING, 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) www.miamidad&nv/aera/ ECO Windows Systems, LLC 7955 NW 77d Ave Miami, n 33166 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. 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 600 Aluminum Ontswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W124% titled "Series 600 Alum Outswing Entrance Door (L.M.Ly, , sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass tykes Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state and series and following statement. "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of 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 mangy or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chaanda, P.E. N__ OAA 12-0482.0 Expiration Date: July 19, 2017 ' Approval Date: July 19,2012 Page 1 ECO Windows Sh► *ms. LLC T a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. WI2-08, titled "Series 600 Alun Outswing Entrance Door (L.M.I.r, sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-12-33579 HETI-12-3358, HETI-12-4003, BETI-124003 and HETI 12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, mad, P.E. 2. Glazing complies w/ 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. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. Ishaq L Chanda, P.E. Product Control Examiner NOA No 124402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 1/6• NEAT STREIM OLAP 3/18' NEAT SMM'O. MASS 04wt t W INIMAYER AW OnE18ATEFt .OW PW BY VLtA�t1r BUTACITE PMB BY vw omr 1/e• HEAT sTRENTI. ! 3/16• NEAT SIIIENb. sass F OOR C, sH uroNE ooAH CORM mm yt DOW FANO an m t4 w w SETIVIO BLOICS AT IAN. CLASS RECD. FOR NOMI EXCUOING 38' ONLY. q NOTCH GLAZING BEAD LEG TO e�$ BEAR BLOCKS GLAW TYPE at, OLASR TYPE 'GB' t/6• TEMP. WASE /1B• AIR SPACE 1/8• NEAT SUMM MASS CBG' INTERLAYER SAF1E% IHC BY %OLUTW n 1/8• HEAT STRENU WASE c DOW CSN lme SIN ZZ25 ST. Sim YET NAL ACER gg TQ� Z 10 - I SERIES 800 ALUMINUIb OUTSWING ENTRANCE DOOR \ / SETTING MOCKS AT INSUL LAY. CLASS SINGLE (X) AND DOME ()0 LEAF DOORS SEE SHEET 2. � — � NOTCH GAZING BEAD IED TO GEAR MOOG SNGM NO DOUBLE LEAF COORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS UM 'GS' APPLY TO ENTIRE SYSTEM. "bob; DOORS APPROVED FOR DWAUAlIONS WHERE WATER BVFR.TRATIOAI RESISTANCE IS REQUIRED. THIS PRODWT HAS BEEN DESIGNED AND TESTED TO COMPLY MATH THE l FLORIDA BUSING CODEDUUM1NNG HIGH VELOCITY HURRICANE OWE (7HE MY OR 2W WOOD BLICICS BY OMRS, AWN BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SIRUCTM. a ^ ANCHORS SHALL ATE AS US1E0, SPACED AS SHORN CIN OETAIS, ANCHORS EY>�MENT 1O BASE MAIEWAL SHALL 8E BEYOND WALL DRESSBNO OR STUCCO. THESE DOORS ARE RAW FOR LMOE & SMALL MW IMPACT. AeIRD SHUTTERS ARE NOT RE01l= FjA, X92•, A ' ANCHORING OR LOADING CONDITIONS NOT SHDTN DI THESE DETAILS ARE NOT PART OF THIS APPROVAL CAN ' g g . t . • : + A LOAD DURATION INCREASE IS USED DL OESM OF ANCHORS INTO WOOD ONLY. AL, SCREWS. DIM I 8 COMEATERIALS INTO CONTAINCUICT 0 T TTHAT MHE'.; W112-08 REanREM IS OF THE FLORIDA BLDG OWE SECTION 2003.&4. tt aLteet T oT g • DOM LOAD CAPACM - PSF SINME DDDas DSI DIMLAIDNATBD OLAP FIUME 39-3/4"1 3r I ®r OPTIONS SHEET 7 (XX) DOORS LOAD CAPACITY — PSP DODBLScm ODOR ODDS. LAMMATBD OLM MIGHT W I 3T' I W 70.0 1 75A MAW D.LO_ DIMS. of.HExDIT = FRAME HERW - 11.125' O.L.O. WIDTH X ooOR.S) m FRAME WIDTH - 12.813• D.Lo. VA" ) _ (FRAME WIDTH - 22.125'/2 44,Wt Qz F a� r 3 T1x11w g o� v 1 ZZ 8 NOTE: EGREW FIECUREMENTS TO BE REVIEWED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 drawing no. W72-08 sheet 2 of g NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOVER VALUES FROM DOOR OR SIDELITE CHART WALL APPLY TO ENTIRE SYSTEM. CLASS DJ_0, DIMS, D -LO, HEIGHT (SfDELTE) d FRAME HEIGHT - 11.000' D.L.O. Wow (SWEIM FRAME V7m - 4.438' 11111111011 Lieu CwAcrff - par SOELMM WK sm" OR DOUBLE 1FAr o0oR3 (SEE NNE KLOW) Fain omm FRAW Dan REBWORCING»oi�Ea OR . W.(-) E1R 4 IDR.(-) 24 30 36 37 42 62 1 70,0 740 70A 740 70.0 760 70A 76A 70.0 740 7" 740 70.0 76.0 7" 70.0 1 61.7 841 81.7 811.1 24 3D 36 37 42 OU 70.0 75A 70.0 76A 74A 78A 70.0 740 70A 76.0 70A 715,41, 70.0 7A0 70A 760 61.7 6&1 61.7 68.1 24 30 35 37 12 74A 780 7" 76x0 BOA GSA 70A 740 64.1 s4.1 70A 780 63,3 65.3 7" 740 24 37 am 1 03 70A 740 87A 87A 700 740 65.1 03.1 700 76.0 624 52A 740 740 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOVER VALUES FROM DOOR OR SIDELITE CHART WALL APPLY TO ENTIRE SYSTEM. CLASS DJ_0, DIMS, D -LO, HEIGHT (SfDELTE) d FRAME HEIGHT - 11.000' D.L.O. Wow (SWEIM FRAME V7m - 4.438' ero" no. W12-08 EIA7: NOTE: ' BASS CAPACITIES CIV THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION n� N1�� is DECLARATORY STATEMENT OCA05-DEC-219 ero" no. W12-08 2BY ISM SM 9x an SEE NOTE SHEET 1 WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN WADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TNEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: see E". Fon wmw f4" fin. LILTRACON BY 'E7_CO' (Fu -t77 01, Fy-155 NSI) INTO 28Y WOOD BACKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1 BY BUM INTO CONC. OR WSONRY 1-1/4' MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO COW. OR MASONRY 1-1/4' MIN. DAM INTO CONC. OR MASONRY 914 SMS OR SELF MAN SCREWS (WW 2 C" INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MN. THK. 1/8' INTO METAL STRUCTURES STEEL : 1/8' TWL WN. (FY - 36 KSI MIN.) ALUMINUM : 1/8' THTC MN. (6063-T5 MN.) (STEEL. IN CONTACT WITH ALUMINUM TO 13E PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. COHME AT HEAD, SNL. OR JAMBS f'c - 3000 PSI MON. C-00 HOLLOW/FIM WAM AT JAMBS Pm - 2= PSI MIL Gl^il�ift.-; , ?h . oos!i E . I l f I B � m j— w WA Irl a fl; ara tg no. W12-08 rnncw aNMqM FON SPAONc SIDEUTE DETAILS n b co IWIn ZA 8w a. W12-08 Lam Oppom 11: 4 POINT I= ASSEMBLY 0101-8107 BY W41ERLOOK IMSA W.' (2) LOOKING POM EMOAGINO AT WAC'OVE LEAF 1/Y OA. RIIOW SOUS AT 70P AND BOTTOM ENOAGI O FRAME AT HEAD AND ML THROW BOLTS ATTACHED TO MAGI BY 3/B' COOOEQIING RODS MAGI LOCATED AT 42-1/2' MOM BOTTOM 2 POINT LOGO ASSY BY VITEALOGI USA IVC.' t/2' OA. WWW BOLTS AT TTX' AND BOTTOM E OARING FRAME AT HEM AND 511.1. THROW BOLTS ATTACHED TO LOCK BY 3/8- CONKMI S RODS LOOM LOCATED AT 42-t/2' FROM BOTTOM a ACTIVE LEAF. CONVENTIONAL DOOR LAGCS£T KMT" UANOE DELTA SBO BY WWtSET' LOCA W AT 38-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND MIND TURN ON INFERIOR THROW BOLT LOCATED AT 44-3/4' MOM BOTTOM C MUZALED FLUSH BOLTS BY 'SULWAN & ASSOC.' 1/2' X 2- THIM BOLTS WAGING, FRAME AT HEM AND SILL MANUALLY OPERATED LEVERS NQUIM ON STILE FACE LOCATED AT 10 -SIV FROM TOP IUD BOTTOM LSC FASTENED TO SIDE INTH (2) /8-32 X t/2' FN MS INACTIVE I Ade. ~ CM4 EALED FLUSH BOLTS BY 'SUWYAN & ASSOC.' 1/2- X 2- THIEF BOLTS 8=01MXt FRAME AT HEM AND SIJ. MAFRIALLY OPERATED LEVERS MOUNIEO ON O4SIDE FACE OF LEAF STILE LOCATED AT 10-S/8' MOM TOP AND BOTTOM LOGO FASTENED TO STILE NTH (2) 08-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED MIRIN0 PERIODS OF HURRICANE WARNING. TABM / PART / NEW DEEZi l40N MATHIM XW. I EED1 WOR F1giff HEM/SILL 6063-4e 2 an FRAME COVER 6083 -TS 3 E803 - OM FRAME JAMB 6m&1 -TS - 4 E604 - 12DEUTE TOP & BO1TOM FRS 0OWTB 4A E828 $1011a 0 TRUE 6063-75 S EMS - SIDEUM FRAME JAMB 6083-18 - 0 E606 SIDERE LLP ON .d1Y8 6083• -TB E607 LEW Top & ROTTOM RAI wo-TB - E620 - LEAF 1N BOTTOM M 6081 -TS - E808 LEAF1VS118P AWWER 6083 -TB - k12 EMS - LEAF L STI E 0083 -TS 010 - LEAF LOCK SME 4063-111 - E811 - LEAF ASTRAL STILE 6063-1116063-111- E612 - LEAF AlOBMENI BRACIV 4083 -TB - 13 013 - LEAF CLW 6083 -TB 4-1/4' I= 13A E813 HINGE BACK-UP PLATE 6W -TB 12° RENO 14 M14 - GLAZW BEAD (8//B' LAM. GLASS) 6003-T'0 - 14A E708 MAZDKI DEW (7/18' IAM. 6063 -TS - 18 BIB - OAZINO 860 (014tH. MASS) 6061 -TS - 16 E016 - BMW OWAR 0063 -TB - 17 E813 SOLT SPORT SOS& -T8 NOT SDDB11 16 AS F. SMEUFE NIRLION FIEWOMMIND 6063 -TB 16 FD -107 3/ IFA! SUIT N0M AWIMAtN SUUJWAN & ASSOC, 20 FB1202 FLUSH MMT IiV1R - BUSMAN & ASSOC. 21 Fml4ss - CONCFALEO ills" SALT ROD SF STEEL SUUAVMI & ASSOC. 22 11296 A8 BEM. FRAME AS.Y 23 /12 X 3/4' HINGE INSDIUATION FASTENERS - F" S.1MS 24 3/8' DIA TIMEAOED ROD STEEL 28 !111323 - PILE M'SIWPPNRO wqaL t1Lmwo 26 E2118F8-IW-3020 BIA.B lF$TPoPPOO SAND EPOM 27 Em - OLAP BEAD SULD svaw TE IA.IRAFAB 28 - CLASS SPACER SLICOME FRANK LONE ROM O0. 26 E822 FLUSH BOLT CUP NYIAttl 30 OO1RC a" BOLT am= BLOG< POLVERMM 01IENOtX 31 0.01118 WHITE I SIIPPORI BLOW POLY8D1WM ACME PLASTIC 33 110 X 3/4° 2/ AOAPTLR FTI SELF MUM SGffWS - 34 2/ LITE SETIFXI BOCK, 1/4- X 1/2" X 4' LONG FpWI AT 6• FROM EACH ED. DINtOEIER a" 38 2/ LITE SETTING BIOG, 1/4- X 3/4' X 4' LONG EPO I AT 0' FROM EACH END. DURIIMETER SSi38 KNOBS 3-1/2' X 7-8/8- X .122' THOL EXTR M ALUM HM PART OV -107 BY S WJVAN & ASSOC 3 HINGES PER LEAF BOTTOM H010E AT 10-1/4' FROM BOTTOM TTX' "DICE AT 11-3/4' FROM TOP CENTER FQNGE AT MID47'AN (38' O.P MAX) HINGES FASTEN® INTH #10 X V FH SMS (S) SCRM AT M OE SME (6) StREMS AT FRAME JAMB gummol 311 is .. u• •;� �..� ti �=j1u�"'I 4.0� 078 25 �� t.780 .819 603 .049 J94 tJO BOJ 080 BOJ 048 �V As �Y N 1.82b '� 1.047 1.047 1.172 �7e. I ,3t k790 QQF aos2 �1 to GLAZING BEAD 8/18° OIASS !� GLAZING BEAD to GLAZING BEAD 7/18° OtA43 9tSld. OIASS qi a t DOOR FRAME HEAD/SILL 1.807 t.807 8 p 4.Otm t.� 7 LEAF TOP/BOTTOM RAIL f 3 078 .078 4.781 .078 1• 1507 -31. J.719 7.BJ1 g� 1.980 .312 O ON t.807fi.YA4 .790 Use- e LEAF HNVGE STILE 082 no LEAF YY STRIP ADAPTER O SIDELITE TOP & BOTfO®A FRAME SIDELITE L780 .442 t'� Z Qat 12AW.7301.807 .J2s f .078 7!1 9" �TTOM RAN. 12 Wme� -} i.612 2 FRAME COVER to LEAF LOCK STILE 1.507 J.719 078 LEAF ALIGNMENT BRACKET 1.874 J25 750 281 128 3761 -5-%4 .078•3T8 1807 1.780 M7 1.197 .184 is SNAP COVER a.0°6L tt LEAF ASTRAGAL STILE 8.28t tJ LEAF' CLAMP a� NNVGE BACK-UP PLATE is 150D 629 1.St� .71e 1.280 •7t9 SIDELITE MULLION REINFORCNVG < g t. �+ � S 8 ij 4.OW 1.078-a087 .ole COW �7 O 4.soo .628 4.168 .076 • ' •�► • ; 'tJ1YRj:•. 2m tlrowin9 iro. W12-08 J DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME a SIDELITE SLIP ON JAMB ` sheat 8 of z A ara" no. Wl 2-08 IVIL#MI-DARE COUNTY PRODUCT CONTROL 9SCTiON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Strout, Room 208 BOARD AND CODE ADMINISTRATION DIVISION MlarA Florida 33175.2474 T (786) 315-2590 F (786) 315-2399 NOTICE OF ACCEPTANCE (NOA)-��!AagovlbiLtding Town & Country Industria A division of ABC Supply Co., Lia. 400 West McNab Road Ft. Lauderdale, Florida 33309 ►"!COPE: This NOA is being issued under the applicable rubs and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- 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 rightto 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.030" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08-351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, last revision 01 dated October 21, 201 1, signed and sealed by V.J. Knezevich, P.E. on October 21, 2011 bearing the Miami -Dade County Product Control Revision stamp with the notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MIssiu IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each panel shall bear a permanent label with the mam, wturer's name or logo, Miami, FL or Tampa, FL and the following statement: "Miami Dade County Product Control Approval", and NOA number, per TAS -201, TAS -202, and TAS -203, unless otherwise notal 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 them 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 produc, 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: lire NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed In advertising literatme. N any portion of the NOA is displayed, then it shall be done in its entirely. 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 # 10-0929.04 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted was reviewed by E(dmy A. Maker, P.E. M.S. NOA Date: X1/16 .05 Bspiration Date: 11/16/?AiS 1 Z Approval Date: 09/0612012 f ( Page 1 Town & Cowatry jgduah is A dhid-vo of ABC Sum* Co.. Inc. 1. EVIDENCE SMUTTED UNDER PREVIOUS APPROVAL #00-0809.03 A. DRAWINGS: 1. Drawing Number 00-159, titled " 0.050"Aluminum Storm Panel ; sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V J. Knezevic& P.K B. TESTS: 1. Test report on Large Mtsslle Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminon storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, AE C. CALCULATIONS: 1. Compara dve Analysis and Anchor Analysis, dated 07/12/2000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V J. Knezevich, AK 2. Comparative Analysis, dated 1012612000, pages I through 3, prepared by Knezevich & Associates, Inc., signed by V J. Knezevlak AK D. MATERIAL CERTIFICATION: 1. Mill Certif ted Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL - 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, AE. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0421.13 A. DRAWINGS 1. Drawing No. 03-259, titled " a050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 abed September 23, 2003 signed and sealed by Y.J. Knezevich, AR B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Off `Ice. E. MATERIAL CERTIFICATIONS 1. None. • Makar, P.Fa, M.S. Product Control Unit Supervisor NOA Na 12-040608 Expiration Date: 11/1612015 Approval Date: 09/064012 E -i Town & Country Ltd A 061m of ABC Sunoiv Co.. Ing. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0713.03 A. DRAWINGS 1. Drawing No. 05-353, titled" 0.050" Alumim m Storm Panel sheets I through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by Y.J. Knesevich, AK B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton-Tomasetti Group, signed and sealed by V. J. Knezevich, P D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0499-0114.05 A. DRAWINGS 1. Drawing No. 08-351, titled " 0.050" Aluminum Storm Panel-, sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezeviak AK, on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knesevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by Vi Knezevich, P.K, on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ftmiyFA. Makar, P.E., M.S. Product Control Unit Supervisor NOA No.124MG6.08 Explmdon Date: 11/iwols Approval Date: 09 MM12 E-2 Town & Canntry Indnstris A divieian of ABC PsgpJx Co., Ina S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0929.04 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test'Laboratory, LLC, Test Report No. RTL 0353-0804-10, dated 0910712010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. None. 1). QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Qfflce. E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. o8 -35i, titled " O.OSO"Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, last revision #1 dated October 21, 2011, signed and sealed by Y.J. Knezevich, P.E. on October 21, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By M ami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. FBC 2010 edition compliance letter, prepared by Knezevich Associates Consulting Engineers, dated February 10, 2012, signed and sealed by TMJ. Knezeviak P.E. 9WWy'A. Marr, P.E., M.S. Produet Control Unit Supervisor NOA Na 12-0406.08 Expiration Date: 11/164018 Approval Date: 09106M12 E-3 C iv�v�v+WAVAUnwo FKU*Wl rrwl wwwiwkmftm 1 S11R1-�1-04dxOrtwit=11 PPbtGftW.0 AMMOCKWO asseawmm$mm SPANS UP To SPANS UP To SPANS UP i6 SPANS UP To SPANS UP To SPANS UP To ryq 6•-6" r4r SP -V S•-0" B'-4" U'-0" PV(MOM min MAX (CM mania �aaas pumas , 1 T11Ms1:1 6nmo C9 c9 C4 CS CA C9 C1 C9 CD CA Ct n C9 4 C9 CR Cd C4 C8 cl C9 CD cs -000 onxtonsavn 5 14:U.14.4 14 N 14.10:14:14 14.14:14:14'.n 14iU114:m 9 80.0 4Q0 141 {m!'7:614m'f4ib'414:/;14.,:1/ K: m!1411:419:9!f45;1 54;9;m./;5;0,L4.:1a:f/:fOm.B.:f7:6.7, 14.14 j,fe,14;t414,1!;fa.A. 10.i4,.Bf14Ai7 m t it:t.7 iAd� yA. 14`14:1.41.449 M 9 N'Si6 t 11;5;) 141►j}a R 74,4.1u. t.;1 • 10..0 Et. ! 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P. .._ T8.0 Iuoi,a8 Hifi-}1f0 �.m �Ld i12..Y .._ ... pa'0 _. ea6 89.0 ss� to 14:14 7e:•nui ss:1 .9 1.0 itp eoa t; t; 6; 4. 11 5 4:1 4' 4 s•r t.• q e 14.14:4:.9 9..1 ;9 :8.: t.. R. '7 .4 T s,1. 4.:s' mvml ice• dgs .! 9P' s' a�' !. r.e s. .6. 6 s.r-4..s. s �s :.A s. b. ,b� 4 o s f /s:5 s A s 9 7..4� s,49 •6014 72f a fi'l4El0 7. 9 B -99 6:9 1'i// 9�! '9�9'11'i'9 9•�i'9 d�f'1 ;1.6:#!.7.. 6.. t s. 't H WIN. 9:7 B'�}; 9 6 1 T 5 4 ;s 9 5 9. 6 8 6t�4 6 b 4'>t go"it 4' 1 b 'a lfi' B 5 1' S ,t 9 4" t 9 a 8<f•j1 4 b 6` d 4 •t w�vt�u�r .i� y:'1' 1 9"f d' i'9 6 'i•4'b 6. f"'a'/ a S'a't 90.6 4!'s'{' ib;`i4';i1''b1 '11'Y7 'R'fi'1f•7i � K!6 T9p f6i'6'so! 11 ntti ewm •" 974: - I 7%' 9 T 1 '9 1 7 '1 T b 14 1114 '111'4'5"5:I' f�4't'1 :4 3"5'5'4 1s"4';3:5''4 Iris !3 'S-:4 a' sdo p;• `'.. t m t to ;e i b 'u i�,1au 1 i1;u'9;6 74;1o;2 i ;141 114 i3 1� is id 6.14-0 if itd fr 1d' vpd u'f49:6 1111'9;0,4 U'1 ;9.914 14 WICID:8 14'1'9'1'5 24=9'7'7:1 6" 9r U' It' b b i t sid i!'1 R / :s '9' 9"9-i 97i'v'9 4 11"9""i"i"f ii 4 f49"t" it 1.11 9'9' 1019,9 9 Y 14 3.•.1...1;'5 14..5..7 t - f 14!9!'9* "I;5 1jp' 4yq e Tsp 'Q ft If, 't t 5/:'9'0,6,5- "4'''1"7'1' 1 5! 1 T `.44-14- 0 Y 1 3 5" u 8'75'14'1 u•9'7117'S iti?4 .T.5':a' 1 8 r 510 i;6 s"( 31 •r7 iB 's!b'4;s gpp 314"0'"5'4't 9'/'1Y�1 1t17t '9� 1"1""4•'5 9`t"5'41 1' 9.154 !t n 8'19'6:/-'9'9'5:4 It's 9 554-1 9' t'S'4.5' 1:1'5'4'1 Cs1.M109.A4k;14 X311191 1%�1/11s�09P00, 1668 1:1.1, AMM -000 onxtonsavn LOAD WLS AASPAUSUPTO as. 4W d' -t" W -e" AWMTtm MAX MOMD mom ON MR.0 temms Sunni) ' C6T0d is14 'c8eBA CUA C141 CNu1 °cl'Ctdi C180 M 6j M" if 14 V 11 N B 9 NqNJ. 9 6870sa.0qq »Nn 11c1i44A 1N9 p'U N eie94wa N 9 0 h 14 "40M�l " Iuoi,a8 89.0 _ m n• f a 9 m114,14 nid,U / it 5 itp U 6 J4 i 9'4 r I eao a14.'s i 1 7 i timiAl{i4n.m�..9...li'7.111d`d 'S lie ...... `ii " Te i u' � "s &� ei' b' S 'S i_e� Q CA61V1K�Tmrtrylp8'S47 01EyUf11•SMR4 0.080• mom BT0Nb PANEL �3i� 3ili�3Ti;E6•� 0 r' r ©SSS �BiiBi �� > A BANL ALLOWABLE t�B SPAf�T STORNI PANEL 4 SPAN SQA 2. Y B MMONSMAIN 1 POSMVE OR NEGATLM SPAN FOR NEO WAR FM POS PRESSURE PRESSM a L®8267A'@ IP.S.PJ (FT - OO (PT - Wi L STORM SNOTTOR li1SPkRATOO�I PRtlN 40.0 44.0 12'-0• 10•-4"• iT-7" 10•-r 49.0 t0•-9• r-9'• SS.O 10'-2• 9'-6• 60.0 9'-9• 9'-9• 62.0 9'-rt- 767! 65.0 91-4• 8.7 70.0 9'-01 O'-7" 72.0 6•-tr 9•-4" 75.0 9'-6• 6•-O• d mlllmmkzi� eo.o a -r r-a• $ : 90.0SOONER 7•.4• 6•-6• 8 930.0 6•-r 61-0" 110.0 19-0• S'-4•�' U0.0 4•-e• 6•-O• bil 10.0 4'-r 4•-r 140.0 4'-r 4•-9• fig g� 930.0 4'-V 4'-0• PRODUMMOM oom�y731�gaffi1bePlm64 Aoo� •O�, .0 ` 11 �1r Q CA61V1K�Tmrtrylp8'S47 01EyUf11•SMR4 �3i� 3ili�3Ti;E6•� r' r ©SSS �BiiBi �� ledps L•lAEi3l,sWp,plObom ® POLYCARBONATE STORM PANELS (HVHZ) 0.10V oor 1.00`1• M1� "\�-\1.00` —ir (MIN) TO 13• (MAX) PANEL COVERAGE --} 15 3/16• MAX TOTAL PANES. WIDTH MOUNTIVITH FULL PANEL PROFILE oto lt SIMS AT (SEE GEN NOTE 6) ---IS- O.C. MAX D.TIP t-2.50--1 1 ci' -61/2• MAXCOVERAGE 8 3/4• MAX TOM WIDTH No= WITH FASTENERS 1) THIS SYSTEM HAS BEEN TFSi® AHD EVALUATED AS A LARGE ••. PROTECTIVE SYSTE 14 IH ACCORDANCE WITH THE HALF PANEL PROFILE ORsnw 2 AT &llr THE STATE OF FLOtIDA,'INCLUDING WITHIN THE Hi(#1 VtLDCiiT HURRICANE ZONE (HVA COMPRISED OF MIAMI -DARE & BROWARD 3• a 1'-0' (SIE GEN NOTE 6) O.C. MAX 2 1/M 940MU IN ALLOWABLE STRESS HAS BEEN USED IN 2.000' THE DESIGN O' THIS PRODUCT. STUD AND/OR LEN DIRECTION MAY BE REVERSED 0.3Ir 0•5w r— �' 0375• 0.36D°i--i 0.665' 0.175 0°7- T Do AW T oze5•oz7s �1r r ofTyp ossa^ 0-w �6 CLOSURE °'� � �: GAW TYP I4 k O o9r 7 ANGLE .1- �. � 6' BUILDOUT REVERSE 'F TRACK 'F' TRACK STUD ANGLE 'F' ANGLE s•=r-0^ 6 6•�ro• 3 6• a r-0• 4' 6•= r-0• WIDTH UM34 ED v(z ) Mm 7. TYPICAL ELEA9 1 N.T.S. ... , 0.875' t MISS. ft Aff� .so• KEYHOLE WASHERED: , +H' HEADER WASHER WINGNUT ':. 10 s•e.l, o. 8mr-0• 9 6•ara• GENERAL NOTES: .* ' 1) THIS SYSTEM HAS BEEN TFSi® AHD EVALUATED AS A LARGE ••. PROTECTIVE SYSTE 14 IH ACCORDANCE WITH THE O MISSILE IMPACT REQUIREMENTS OF THE 2010 FLORIDA BUI.DINS CODE PER TAS 201, & 203 TEST PROROODI.S. PANELS ARE APPROVED POt USE THE STATE OF FLOtIDA,'INCLUDING WITHIN THE Hi(#1 VtLDCiiT HURRICANE ZONE (HVA COMPRISED OF MIAMI -DARE & BROWARD 2 1/M 940MU IN ALLOWABLE STRESS HAS BEEN USED IN i� THE DESIGN O' THIS PRODUCT. a s) ET[VE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH T116 SYSTEM SHALL 13E DETERMINED BY OTHERS ON A LOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE SITE-SPEQf-TC PARE REQUIREMENTS AS OET0tMWE D IN J ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE RESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY .+ O ASS0413LY AS SHOWN. 4) )ilGTlt ffi PR6511RLS NOffFD HEREIN ARE BASED ON MAXIMUM PAMM OWNED BY A 1.5 SAFETY FACTOR. 5) THE SYSTEM DETAILED HEREIN 15 MM30CAND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR tq REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUA OF THE EXISTING STRUCTURE TOW[HWTAND 83® SUPERDTFO.SED LOADS 15 OUTSIDE THE SCOPE OF THIS CERTIFICATION [!! AND SHALL BE VERIFIED BY OTHERS, F 7) CLEAR POLYCARBONATE STORM PANELS QU4 HALF, & TO THE RESPECTIVE MATQH� ROM, PROVIDCID THATi�IN1NEL PROFILE HEIGHT BE MAINTAINED. PASS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPACING SHOWN FOR EACH PROFILE 6) ALL POLYCARBONATE PANGS SHALL BE MANUFACTURED BY TRANSPARENT PROTECT= SYSTEM, br- 9) THIS PRODUCT APPROVAL 15 FOR THE USE OF CLEAR CD POLYCARRONATE PANGS ONLY. ALL POLYCARBONATE PANELS SHALL BE DORUDED WITH TM XNESS t -0.10V (&0.0107 AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STAMM). ANY PLASTIC 14ATOMTO BE USED IN THE HVHZ MUST DEMOSTRATE COMPLIANCE WITH SECTION 2612 OF THE BEADING CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH Fym8.9D8 ESI, FLEXURAL 5RBNGTH FLye12.90 KSI, & FLEXURAL MODULUS LS 3283 KSI. 10) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.N.O. 11 PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABS. PER PAM CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSN345, INC. WEST PALM BEACH, FLORIDA ASIS ©30, E1886 & E1996 PRODUCT APPROVAL NUMBER 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. 1! REFERENCE CONSTRUCTION TESTING CORPORATION (CIC OF MIAMI, RJ TEST REPORTS iO4-� & 409-009-LE-fBC, A9 WELL AS If d HURRICANE TEST LAB (HTL OF RIVIERA MACH, FL) TEST REPORTS 40739-0107-05, 40239-1013-07, & 40299-0312.06 13) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTER10KANGED AS FEW CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT 03/8' (GROW WITH N YHOLE WASHBt) WITH ANY FASTt3d6R TYPE WASHERED WINGNEHS SHALL HAVE 0.665• MINIMUM WASHER DIAMT13 . 15) ALL BOLTS & WASH[ERS SHALL BE ZINC COATED STEEL, OR STAINLESS STEEL WITH A PU NIMUM TENSILE YIELD STRENGTH 08 -TPS -0007 OF 60 KSL 0$ SNOT WR ALT6tNATE ARGE TOP INSTAELATIOS, 7HE TOP',0U" OR M SHAD. M CUT INTO 6• MDIDMWM ADJA®Pf SBGrIDNM LAW SL30KEN1 SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULk 0 WITH A MINIMUM OF (2) ANCHORS PER SEGMENT. ANCHORS SHALL BE 1-1/2• MIN FROM ENDS OF EACH SESMENTAKD SPACED r MINIMUM FROM ADJACENT ANCHORS. FOR STUDDED 7RA05 MY, THERE SHALL BE A MINIMUM OF (1) STUD PER SEGMENT FASTENED'10 THE STORM PANS. SRWS SHALL BE LOCATED r MINIMUM FROM BUDS OF SUM SBGMIW. � t--2M'-j �-2.w--f f -24W --I y X y x '' I W (M0 70 26• (MAX) PANEL COVEBAGE -261/4° MAX 7TITAL PANEL WIDTH "CLEARMAXTP9" DOUBLE -WIDE PANEL PROFILE '""TH (SEE GT3Y NCRE 6) Oft STUDS AT 13.0x- MA% }— 3.° MAK 0500° OaW S 0.125° � 0.2�° 0.720' 4 0145° o.38T ALTERNATE 13 B.O. 'F' TMCK 6•=1W b4-2 —'TUD X 3/4° 0 o93° TTP. ALTERNATE �D DANGLE ' �� A XERMTE DER NTS: _ :.605346 Ims. 6083-T6 a�1•Z.000° I �2.DDD•��. 1 0XV, 1.000" k }-1.500• 12.000° 14 394' MOUNT WITH ALT. FULL PANEL PROFILE FA5TENBS DS AT 1Z M. (SEE GEN NOTE 6) �s13'0x.- MX ao93° TTP. 15 STUDDED ANGLE 6• a r -W 27a1° oA59° I D.843° 2169"—j 8 CLAMSHELL COVER N.T.S. 6063-T6 55 . I oa93° u4-20 SND x 3/4• ®6°O. - CLAMSHELL TRACK 19 N.TS. 6063-16 08 -TPS -0007 v I W/REMOVABLE ANCHOR PER ANCHORED 7R SCH 1 I--- 1 4-2 41 STUDS o AT 13" O.C. MAX MuIAX NG HOST STRUCTURE CONN TYPE Ci• ANCHOR PER ANCHORSOHED - __.1. #14 MSOR EXISTING - I3'MAXI 'w 3 � 7 1 PANEL OVERLAP . 7 SPAN c� 1/4-20 x 3/4" STUDS AT 13• V -r . MAX GLASS SH'O.CARAZIN 6'-Y PER SCHEDULE EXISTING 1 2 GLAZING V-1" MAXIMUM SPAN d+35 S'-11• SCHEDULE NOTES: da10. -HOW STRUMM Ammux mz= ANCHOR SCKED MOUNTING SECTION a MOUNTING SECTION a MOUNTING SECTION $ 3• =11V VERT SECTIO \,V 31 =1'-0• VERT SECTION 3 31 =1'-0" VERT sET T[oN STRuquRE I R HED MAX STAN & PRESSURE FOR USE WITH •H• HEADMI60• MAX AT 55.47psf 21 20 x S O AT 13" O.C. MAX 4 •MOUNTINL;SECHON 3 3" o 1,-r -r,V N 1 2 �I�a c -MOSTING HOST sTRlrcnr� ^ MAx GaP WALL MOUNT CLOSURE 4 / r =1'-0' PLAN VIEW MO STING HOST STRUCTURE, TYP 2 1 1 I 1• TO 57" .. . ANCHORS AT 1.12.0' OL FOR P -SW OR LESS, 4ORALT"OA-FORP 12Dpsf 0RIESS 0JSE ..—j MY £AaN RSLED) �7014P. OUW CLDSURE • ar 3..- :3K: -D• -VAN VIEW BEND PANEL AROUND CORNER & STITCH TO ADJACENT PANEL WITH 1/4-20 BOLTS & WASHERED WIMGNM AT 24.O.C. (TYP) FASTEN PANELS TO HOST STRUCTURE OR TO STUDDED ANC7E (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSTNT'TO C'ARNER (EACH SIDE) 1 CORNER CLOSURE A / N.T.S. PLAN VIEW vMo, r ANCHORS AT 12.0.O.0 FOR P -SW OR Lam, OR AT 5.9.0.0 EQ FOR Pa120pai OR LESS (USE ANY AMKIR FROM ANCHOR SCHED) • MAX GAP 6 BUILD—OUT CLOSURE $ 3• m V-0• PIAN VIEW NOTE: DETAIL 9/3 MAY BE USED AS AN ALTERNATE TO CLOSURE DETAILS 7/3 AND 6/3. PANELOVERLAP MAXIMUM PANEL VMSPAN SCHEDULE SHALL BE I.5TIMM �.• �.:-OI1ON PROJECTION (POSITIVE CONN.) THE EXISTING - HOST STRUCTURE 8a9rING HOST STRUCTURE 'w MA'I � 7 1 PANEL OVERLAP cP� SPAN c� L+ - *2S V -r g N.T.S. PLAN VMW' dap 6'-Y V-1" MAXIMUM SPAN d+35 S'-11• SCHEDULE NOTES: da10. T-7'1. SPANS SHOWN IN'MAX PAM SPAN SCHEDULE"ABOVE ATE KAX NM�p ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESS. U 660 S- 2. THIS SCHEDULE MAY BE USED TO DETERMINE MAMUM ALWWAERE SPAIIS FOR PANELS B�WALEID USING ANY COMBINATION OF MOUMING � TPS-ON7 d�5 :70 S-1" Sd SwVAG I EXTRUSIONS INVOLVING A POSITIVE CONNECTION - Le. ALL INSTALLATIONS Q1 �7S WHICH DO NOT INCLUDE AN •H" INC •U" HEADER. 383 4'-9' 3. WHERE THE 9H" HEADER i5 USED, THE MAXIMUM ALLOWABLE SPAN IS T-0• (60y AND THE MAMU14 ALLOWABLE PRESSURE 15 55.47psf. 0 W -r 4. WKERE nr HEADER IS USED, THE MAMUM ALLOWABLE SPAN I5 W4• d: IVA"(Sn AND THE MAXIMUM ALLOWABLE PRESSURE IS +78/-0 PSF. *110 3'-11" S. TABLE ABOM 15 VALID FOR PANELS MOUNTED HORIZONTALLY OR (r1 a<1zo 3'-7" VERTICALLY. SPAN DIRECTION 15 ALWAYS PERPENDICULARTO LINE OF ANCHORAGE. t MOUNTING SECTION 4 r - 1'-0' VERT SBC110N ANY ANCHOR FROM ANCHOR �a ANOMRS SPACED ® T, O.C. MAX. (/1AZn+[G �35t p u �: MAXI9UM STAN AND PRt FOR lNR WITH W HFAD96: 5P MAX PANG. SPAN + -SD PSF MAX DESIGN MU35URE 3 MOUNTING SECTION eE N.T.S. VHITSECT011 anw ,wcc 77m 0 1 2 ci �®® 'EXISTWG g31V GLAiDYG STUDS � O.C. PMER MAX /-41 MOUNTING SECTION V N.T.S. VERT SECRON EXISTING EXTEMOR . . WALL RMH (SIUCLY), mum ICP. ENS, ETC.) EKWMG GIAMG C,iASS St�ARATION _� PER 501®11LE NOTE: SHUTTER SYSTEM MAY BE ANCHORw THROUGH EXTEWOR WALL MW TO HOST STRUCTURE WITH ANY MOUNTXNG CDNDTTON SHGWN MEDL MOUNTING SECTION THRU EXTERIOR WALL FINISH 5(BRICK, ICF, EIFS, ETC.) 4 N.T.S. VERT SECTION OPTIONAL METAL BOPIDED WASH MAY BE Ii5® ON THE UOURSIDE Of THE Pxm- ffQ ALUMVIUM OR GALVAIUM STEN. SPA®I: • REQUIRED ONLY FOR OFS, ICF, OR PER SCHED OTHER MAUEA&.E PIIOSM. • OPTIONAL FOR STUCCO, BIUM OR OMOt RIGID FUGSHES. ODSTBYG 114-20 �d MAZ= z V4' STUDS rxx AT 6' � tt d g EMto PX o MAX n - tAbM TYPE T1: — ANCHIORPER HOST STRUCTURE ANCHORSCHEO.. . 2 MOUNTING SECTIONH° = r} r - Y-0° VERT SECTION STRUCTURE anw ,wcc 77m 0 1 2 ci �®® 'EXISTWG g31V GLAiDYG STUDS � O.C. PMER MAX /-41 MOUNTING SECTION V N.T.S. VERT SECRON EXISTING EXTEMOR . . WALL RMH (SIUCLY), mum ICP. ENS, ETC.) EKWMG GIAMG C,iASS St�ARATION _� PER 501®11LE NOTE: SHUTTER SYSTEM MAY BE ANCHORw THROUGH EXTEWOR WALL MW TO HOST STRUCTURE WITH ANY MOUNTXNG CDNDTTON SHGWN MEDL MOUNTING SECTION THRU EXTERIOR WALL FINISH 5(BRICK, ICF, EIFS, ETC.) 4 N.T.S. VERT SECTION OPTIONAL METAL BOPIDED WASH MAY BE Ii5® ON THE UOURSIDE Of THE Pxm- ffQ ANCHOR SCHEDULE MINIMUM GLASS SEPARATION SCHEDULE M> SE PmTlON Spare UP To 4'-01 SpamTo Spare To SPAN LOW rI TYPE E E COLON TYPE CONNN TYPE CONN SG4ARATION ANCHOR Cl I C21 m 1 CN I CS Cl I C2 1 0 1 CA I CS Cl I C2 0 1 C4 I CS 30 ABOVE 1/4" TAPCON (ELCO OR 42 3. 0' 1 13.0° .1 10.1 UO.L" 8.11 8.1" THAN RTW) OR 014 WOOD 47 19 0" 13 0° 13 0" 130' 13.9' 9.1" 9.1" 9.019.1"194' 73" 6S' 731 73" I 73" SCREW W/ 1-ImT.P. SM3Zi i° 1Z1` 1" 121" 8.0" 8.0" 8.0 8.0 8.0` GAI 5.0" 60 6.4" 6.0' 137° 32 65 9.8` 9.8.9 9.8" 9.8" 6.6" Sr B3"I &6` I 63" SS" 3. 3.9"" 4A° 4.23° �> 120 5 5 3.1" 91 4.4° 71 9" Sr 4.4"5-7 3.7" 3.9" " 9-11 4" E LCOPANHMATE 42 3. 19.0° Mw SRO" LR (( MALE. INR PLUS) 47 0" .0° 13.0' 13.0" 0" 13.0" 3.0" 13.T .w 3. 13.0 0° 1R0" L46- W/ 1-7 MIN P. S9 13.0" .0' 13.0' 13.0' 3.0' 13.9' 130 13.0" 13.0' 13.0` 19.0' 429" 1.92" 6i IR R IRO° 13.0 0' 13.0'NO L91Y 1-3-F 13.0" .01io 1R0" S39' 120 13.0' 9A' 13.01 .0" 13.0` 13.E mw 13.0" " 3.0' 13.0" p .0113. A" 19.0' 8. 8 8.9' 7.2" 7 7.2 7.2' 72" 152' MM� pt2- TR 47 0"12,0'12,0"12p" g,0' 8.0" B.0" B.0" BA" 16.f S.7° 6.4u.8.4" 6A" 4.23' 2.03" 53 0. 10 10.6" 0.6 10.6' 7.1 7.1' 7.1' 7.1" 7.1" 5.T' 4.4" Sr 1 5.7" S31 s -F 5.95" 65 &i &7. 8.7" B.i 8.7' S.8° 4.6' 5.6" 5.8` 551 4.9' 93' 35` 49' 3.9' a..glSlatlWW 1ID 3 3 3.5" .9' 4. 3. 4 15B" 7/16° WOOD BUSHING W/ 42 U3` 19.0° 423" 7/8" MIN T.P. 6:1/4-20 47 3.0' 13.0' .0' 13.E !IRO°31:13.0" 1R0° 13.0' s-6' S.S. MACHINE SCREW 53 "13.0' 13.0 Al IRO" 0.8' 12.9113.0" * .65 01 3.0' 13.0° 13.0'•' lR0' 11.3" 13.0° 1R E9.0° 1" 8.1` 8.6` 12.1° 9.61 1.69' E0 120 1Z1 8.11 8.61 1. 9.8' PZ81' 8.6" 1 9.61 12.1 8.1 8.61 11 9.6" MINIMUM GLASS SEPARATION SCHEDULE GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES1I1m4UM SEPARATION DISTANCE REQUIRED BETLY�I E%IEUOR FACE OF GLAZING (OR OTH1MPRODUCr BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL Z SEPARATION DISTANCE PER THIS SCHEDULE IS REQIARED FOR USE WITH POSITIVE LOADS OILY. ANCHOR NOTES: 1. 1/4" TAPIDIS MAY BE ID ITW OR BY SM. -MM PANflMATP ANCHORS MAY BE MALE, MOLE, OR PANEMATE PWS. AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32° OR WASHE RED SM HEEK HEAD. Z ENSURE MINIMUM Y EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE @ TO HOLLOW BLOOD EDGE DISTANCE OF 3/4" IS A1235'TABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MIRMUM EMBEDMENT AND ®GE DISTANCE EXCLUDES STUCCO, FOAM, ERUCIC, AND OTHFR WALL FINISHES. 4. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO U N-CIAIXCED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURE'S RECOAONENDATIO+S. S. WHERE EQSTING STRUCTURE S WOOD FRAMING, OOSTTNG CONDITIONS MAY VARY. FIELD VOW THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT DITO PLYWOOD. S. WHERE ANCHORS FASTEN TO NARROW FACE OF SND FRAMING, ANCHOR SHALL DE LOCATED IN CENTDt OF NOMINAL 2X4 OW WOOD STUD (La. 3/4' ESE DISTANCE S ASTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" Gm0.55 OR GREATER DENSITY. 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERIVIED HEREIN, BUT ONLY PROVIDES M MIN ALLOWABLE ANCHOR SPACING. NAIXORIM ALLOWABLE SPANS AND PRESSURE'S INDICATED IN SPAN SCHEDULE SHALL APPLY. & MACHINE SCREWS SHALL HAVE MIOMUM OF 1/21 ENGAGEMENT OF THREADS IN BASE MOM AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK DOLT-) U.M.O. 9. 1R DESIGNATES RE40MABLE AN04ORL PANES SHALL DE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT NEYHOIE4 AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE M USE 111 08-11 S-WO7 m M> SE PmTlON MINMUM SPAN AT OR BEAD SG4ARATION POSITIVE LESS 30 ABOVE AT E1al > 30 LCAD00 THAN GRADE ABOOVEGRADE 4'-6' 4.23" 137° 32 4'-9" 4.23° 1.73" 9-11 S" 3.W" V -v 4.23" L46- 40 4'A" 429" 1.92" S39' 3.00' 4'-0" 429" 152' 45 4'-9" 4.23' 2.03" s -F 5.95" 3.00" 4'4 423" 15B" 50 4'ir 423" 2.14" s-6' 535" 3.00" 4'-0' 423" 1.69' E0 4'-9' 423" 2.97" 5-3" Saw 3.00" 4'-0' 423" 1.81" 70 4'-9' 423" 260" S-0' 533 3.00 120 9'-8" 423 1.97 GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES1I1m4UM SEPARATION DISTANCE REQUIRED BETLY�I E%IEUOR FACE OF GLAZING (OR OTH1MPRODUCr BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL Z SEPARATION DISTANCE PER THIS SCHEDULE IS REQIARED FOR USE WITH POSITIVE LOADS OILY. ANCHOR NOTES: 1. 1/4" TAPIDIS MAY BE ID ITW OR BY SM. -MM PANflMATP ANCHORS MAY BE MALE, MOLE, OR PANEMATE PWS. AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32° OR WASHE RED SM HEEK HEAD. Z ENSURE MINIMUM Y EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE @ TO HOLLOW BLOOD EDGE DISTANCE OF 3/4" IS A1235'TABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MIRMUM EMBEDMENT AND ®GE DISTANCE EXCLUDES STUCCO, FOAM, ERUCIC, AND OTHFR WALL FINISHES. 4. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO U N-CIAIXCED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURE'S RECOAONENDATIO+S. S. WHERE EQSTING STRUCTURE S WOOD FRAMING, OOSTTNG CONDITIONS MAY VARY. FIELD VOW THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT DITO PLYWOOD. S. WHERE ANCHORS FASTEN TO NARROW FACE OF SND FRAMING, ANCHOR SHALL DE LOCATED IN CENTDt OF NOMINAL 2X4 OW WOOD STUD (La. 3/4' ESE DISTANCE S ASTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" Gm0.55 OR GREATER DENSITY. 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERIVIED HEREIN, BUT ONLY PROVIDES M MIN ALLOWABLE ANCHOR SPACING. NAIXORIM ALLOWABLE SPANS AND PRESSURE'S INDICATED IN SPAN SCHEDULE SHALL APPLY. & MACHINE SCREWS SHALL HAVE MIOMUM OF 1/21 ENGAGEMENT OF THREADS IN BASE MOM AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK DOLT-) U.M.O. 9. 1R DESIGNATES RE40MABLE AN04ORL PANES SHALL DE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT NEYHOIE4 AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE M USE 111 08-11 S-WO7 m