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WS-12-1437Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176524 Permit Number: WS -7 -12 -1437 Scheduled Inspection Date: November 19, 2012 Inspector: Bruhn, Norman Owner: GRANT, KENNETH Job Address: 77 NE 107 Street Miami Shores, FL Project: <NONE> Contractor: PARAGON CONSTRUCTION UNLIMITED INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -2142 Parcel Number 1121360070390 Phone: (954)430 -4309 Building Department Comments HURRICANE SHUTTERS BAHAMAS AND PANEL SHUTTERS 11 OPENINGS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 16, 2012 For Inspections please call: (305)762 -4949 Page 6 of 29 g, (, l 2- Nile s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762. BUILDING PERMIT APPLICATION FBC 20 TE LIVED JUL 3 0 It Permit No. Master Permit Not A) Permit Type: BUILDING ROOFING l OWNER: Name (Fee Simple Titleholder): K e to to 94.-Gt. A. &I fFN� Phone#: (�S/ 757 - ,2/ y,2 Address: 77 NE )1,7 S -I". City: MA A rvi I S 3 State: F I. Zip: 33 /6, / Tenant/Lessee Name: & 1 /A Phone#: Email: JOB ADDRESS: 7 7 NE C 07 51- City: Miami Shores County: Miami Dade Zip: 3 / (' ( Folio/Parcel #: 1 1 a1 3C, -007 o 3g Is the Building Historically Designated: Yes NO Flood Zone: 100 CONTRACTOR Company Name: P4 n 1 }l ne#:CC/$')3 /S- — 34' '/4( Address: P. 0 a (3 x g 3'1 ( City: Pe AAA, (€9 /4. 14.0 191 ,r State: //• Zip: 3 3 G N.a Qualifier Name: �e ✓L e. 5'r/.L. wr y Phone#: (Rsy) g / S- - 34-"eq State Certification or Re kstration #: C G C bt a O l-1-3 Certificate of Competency #: - Contact Phone#: (9 Slf )R i S -39( N Email Address: c..›At ,4 - A)e-/ DESIGNER Architect/Engineer. N /0} Phone#: vim' Value of Work for this Permit: $ 3, 1 SU Square/Linear Footage of Work: Type of Work: GlAddition / teration ` GUNew CJRepairlReplace LIDemolition Description of Work: 1-I (.c.aZ/ZL e SIAA.,.11 P1/2 r w* * * **** xA waxy ***** ****Fees** * ***** sus ***** w * ***** ******* s s* ** * Submittal Fee $ Permit Fee $ �% f(, CCF $ CO/CC $ ID Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ e • TOTAL FEE NOW DUE $ 1.K1 ' 10 A q Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Nl� Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State NIA 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 AFr'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instmment was acknowledged before me this (n day of N o tivtig tit 2® I L , by I. ery nr e #-L, (G ao is personally to me or who has produced As ' n and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this. G day of 201L, by .74-a- ems.y S personall to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10107)(Revised 06110/2009)(Revised 3/150 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOUO NO. li / - a (3(a -01, 7- 03 to STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 C.: F7 i ; 20 1280583249 OR Bk 26233 Ps 3363; (1Ps) RECORDED 08/20/2012 11:14 :06 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. L eg al description of property and street/addres s : %% ME l07 51- 041.4/24 a r, 3 3 /6 / NNIV:nivs u ,- ? shoozi EXt Aw 3 P6 2- 33£ u * /S' /3 o7 7s 1.2.3 ©v 1,34)a7 -a`77i 1 44 13002? —.2Y 2. Description of improvement: 1-4 a, 4.19.).c.s2 _ S Baia �.�r P% "4f oc) 3. Owner(s) name and address: KK ru rt t Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: PAK (,i J %AI TI2 LCT/MA/ (.4IV L. +d 0 A 6,44�• $ 7? it l- /07 .S t; lrvt 19-01. e Silty, ar 6 3116/ 5. Surety: (Payment bond required by owner from contractor, if any) / A Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: N 0 O N E 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is speoifed) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature(s) of Own O y Authorized Prepared By Print Name Title/Office Gun NEIZ of STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Individually, or ❑ as ersonally known, or Di produced the following type of ide tifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, 4 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. or ne i s �r�.' ' 1 - Paof frier y icer /Director/Partner /Manager Prepared By Print Name Title /Office day of for Atoka Wrelt'Ttiftt lti local - Signature(s) `of By; 123.01 -52 PAQE3 3/10 wner(s)'s Auth ized Officer /Director /Partner /Manager who signed above: By STATE OF FLORIDA, COUNTY 0 -' DADE HEREBY CERTIFY that this is a tr . opy of th orr mal filed in this office o , day of AUG 2 0 2012 476 e WITNESS my hand and Official HARVEY RUVIN, CLERK, ofCr. By ounty Courts D.C. ` ,1' •.. c. ECI I7 t ISM JOB NAME 1< id,J/.J, I- C71Z L— JOB # ADDRESS -7'7 i•', /o `7 .S 1 CITY Mt Pfd i" S146,1 -75. I ZIP 33j6 / DEVELOPMENT /a/74- SUB - DEVELOPMENT -10ME PHONE 3G S' -'7j % ?J' '2__MR. WORK# MRS. W 3 F' dEASURE/INSTALL INSTRUCTIONS: CIRCLE ONE s this a gated community? Yes Joss customer need to be present for measure? 6;es ) Is there a locked gate/screen door? Yes Home location? Ity Cou Home construction? CBS Wood f me Exterior finish: ' Stucco`) Wood i_n '- ) in Si4li' g Type of Home & # of Units Per Bldg Condo—' To nhouse toi ngle Famit Floor # of 'storied bu 1 i1T Is homeowners association approval required? Yes If Yes: Association Name: Phone # Fax # Special Instructions IRAm Trarkc Mr \ Job Descri.tion roducts,Colors, etc.:' # Of Openings Contracted: WI�N(DOWS( SIG 000 S DOORS ' = TOTAL 'CUSTOMER'S SIGNATURE: /\ / �I , 3, k4 `s. : 4 t►, z.q = Q 19Awe1( ;41 35 — /1 =P IAGRAM Back of Buildin• 30110 yY •� mMiami Shores age I P- PPM/ED 70NING DEPT n a DEPT _ _CT t0co MPLIANCEVWTrrlAllFED€ 71Ea3 ^.0 _'f+ i7 rlL,LES APICeGUl10 M DIRECTIONS: t' X s Z 5-s- x> Z I _I Front of Building (Number Openings Counter - Clockwise From Front Left Comer) FLORIDA BUILDING CODE 2010 ED. DESIGN WIND LOADS FOR COMPONENTS & CLADDING WALLS AND VERTICAL SURFACES BUILDINGS WITH A MEAN ROOF HEIGHT <_ 60 FEET ULTIMATE DESIGN WIND SPEED = 175 MPH - EXPOSURE 'C' - Ind = 0.85 MAXIMUM DESIGN LOADS (PSF) GCpi = ±0.18 (SEE NOTE 20) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >045 40.1 -43.5 -53.6 >15-20 42.6 -46.2 -57.0 >20-25 44.6 -48.4 -59.7 >25 -30 46.4 -50.3 -62.1 >30-35 47.9 -51.9 -64.1 >35-40 49.3 -53.4 -65.9 >40-50 51.6 -56.0 -69.1 >50-60 53.6 -58.2 -71.8 PEAK HEIGHT (P) GENERAL NOTES: THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILffIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -10 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. C. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) AS NOTED. D. RISK CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.18: FOR USE ON "ENCLOSED BUILDINGS" ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN °ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. h= MEAN ROOF HEIGHT = (E+P)/2 a= END ZONE : 10% OF MIN. BUILDING WIDTH OR 40% OF MEAN ROOF HEIGHT (h), WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR FEED Engineering Business CA 00009677 JOB #: WINDLOADS C BUILDINGS S 60 FT. DATE: 03/15/12 SCALE: N.T.S. 175 M.P.H., Kd =0.85, CAT II SHEET NO. 1 012 _Z FE1 w z z cc az 1- w CIVIL & STRUCTURAL ENGINEERING 0 c'1 (0 N 0) 1 1 2132310MENEMIUMEILIEM CONTRACTOR NAM: P4aMcrito 1%r' SITE Ammo 77 A*. 10 PAGE or / PERMIT "MEM 11111111---- — PPXormet ACCEPTANCS NIMMER OPRWING LOCATION 1 4)- 3 I0 Ft. alio- R7 FL I'M -i7 3. PRODUCT APPROVAL DRSICRI 1141282 . RATING 111111111 50 50 50 55 ss 55 111111111111111111111111111111111 11111 11111111 1111111 PIOUS. RATIOS anaD. FOR SPECIFIC OPAL -ana. 0 (+)PSF oPEihryfe, SiaE togstr.1 X i#.. M1 la 5" PIM 34 i% 40 rpm mums 1111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111 1111111111111111111=11 C 143. 3.5- a 7 it 1151(54 3 3( Sgt Who S-3 38 fig S-1 3P47(5314 02() o 38/A %tee S3 37ltx8,3/ 1111111111111 1/ '/ 5 1111111111 IDENTIFY OPENINGS ALPHABETICALLY ON ELEVATION SHUTS. 'DENTIST VERTICALLY STACKED GLASS IN THE SANE OPENINGS PM SIOTTCH TO TOP WITH SUB NUNEERS AI • A2, ETC. ) . ifAdataUlxi341146.1.0by ensnApsod opprov review Sono a 1 011.doe Florida Ueoartrnent i Busines Profess' Regulation BCIS Home Log In User Registration two Brqulaie!nid!, Product Approval USER: Publlc User Hot Topics Submit Surcharge Stets & Facts Publications FIX Staff BCIS Site Map Product Approval apya > Product or Application Search > Application Lig > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10630 -R1 Revision 2010 Approved Shoreline Shutters, LC 105 Sebastian Industrial Place #8 Sebastian, FL 32958 (772) 581 -9006 william_ballough@hotmall.com Vivian Wright rickw @rwbldgconsuitants.com Shutters Bahama Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 03/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10630 R1 COI certificate Of Independence.pdf Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Ya1 2002 2002 2002 1994 ttp: / /www. fl on org /pr /pr_app_dtl, aspx ?param= wGEVXQwtDgtBNKY5V %2... 4/2512012 Sections from the Cod *. Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/25/2012 04/11/2012 03/05/2012 04/24/2012 Sack c----Next� Contact Us :: 1940 North Monroe Street, Tallahassee fi. 32399 Phone: 850- 487 -1924 The State of Florida is an AA/EEO employer. Copvriaht 2007 -2010 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are pubik records. If you do not want your e-mail address released in response to a publk- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at ye •bmasteredborstate.fl. t. Product Approval Accepts: ha El VNortan tan sccurit '+y rims Credit SAFE .http: / /www.fl on dabuildi ng.org/pr /pr_a.pp_dtl . a.gpx ?pa.ram= wGEVXQwtDgtBNbEY5 V %2... 4/25/2012 FL # ! Model, Number or Name l Descri . tion f10630.1 a. "High Impact" Bahama Shutter Extruded Aluminum Bahama Hurricane Shutter - (Max. � O.A. Size 57.0" x 88.01 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10630.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars Installation Instructions FL10630 RI II Inst 10630.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes i Evaluation Reports FL10630 R1 AE Eval 10630.1.pdf Created by Independent Third Party: Yes 10630.2 b. "High Impact" Bahama Shutter Extruded Aluminum Bahama Hurricane Shutter - (Max. O.A. Size 96.0" x 96.0 ") Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10630.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars !Installation Instructions FL10630 R1 II Inst 10630.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10630 R1 AE Eval 10630.2,pdf , Created by Independent Third Party: Yes l 10630.3 c. "High Impact" Bahama Shutter Extruded Aluminum Bahama Hurricane Shutter - (Max. ,O.A. Size 96.0" x 96.0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10630.3 for Design Pressure Ratings, , any additional use limitations, installation instructions and •roduct particulars Installation Instructions FL10630 121 II Inst 10630.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10630 R1 AE Eval 10630.3.pdf Created by Independent Third Party: Yes Sack c----Next� Contact Us :: 1940 North Monroe Street, Tallahassee fi. 32399 Phone: 850- 487 -1924 The State of Florida is an AA/EEO employer. Copvriaht 2007 -2010 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are pubik records. If you do not want your e-mail address released in response to a publk- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at ye •bmasteredborstate.fl. t. Product Approval Accepts: ha El VNortan tan sccurit '+y rims Credit SAFE .http: / /www.fl on dabuildi ng.org/pr /pr_a.pp_dtl . a.gpx ?pa.ram= wGEVXQwtDgtBNbEY5 V %2... 4/25/2012 Shoreline Shutters,LC 105 SEBASTIAN INDUSTRIAL PLACE UM 8 TEL: 772 -581 -9008 FAX: 772381 -9092 "HIGH IMPACT" BAHAMA SHUTTER GENERAL NOTES 1, 1145 PRODUCT HAS BEEN EVALUATED AND 5 IN COMPLIANCE WITH THE 2C07 FLORIDA BINDING CODE (FBC) STRUCTURAL REQUIREMENTS INCLUDING THE'WGH VELOCITY i HURRICANE IOHP. 2. PRODUCT ANCHORS MALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. 3. WHEN USED CAI THE 18GH VELOCITY HURRICANE ZONE' 7145 PROS COMPLIES WITH O SECTION 1626 OF 1140 FBC AND DOES NOT REQUIRE AN IMPACT RESISTANT '< COVERING. 1 4. VIE COMMONS THAT DEVIATE FROM THE DETAILS 01 T145 DRAWING REQUIRE WR HER ENGINEERING ANALYSS SY A LASED ENGINEER OR REGISTERED ARCHITECT. 5. ALUMINUM SHUTTER MATERIAL SHALL BE 606346. 6. 1146 PRODUCT TO BE USED AS ASHUTFER ONLY AND NOT AS AN AWNING. 7. THE ENGINEER OR ARCHITECT OF RECORD IS RESPONSIBLE FOR DETERMINING THE WPC) LOADS FOR ANY PECTIC APPLICATION AND TO DETERMINE THAT THE OUSTING STRUCTURE IS CAPABLE OF WIMTANDING THE LOAD IMPOSED SY 1140 SHUTTER SYSTEM. 1 TABLE OF CONTENTS SHEET# D DESCRIPTION Typical- eleva$Eons, designpessures & general notes 2 V Vertical cross sections masonry & stud construction _ 3 H _ 4 A Anchorin • locations - stud instoaot1& imminzakyre'l• • •. • • S - masa - instagotion Ane .• . • • • `:• ns - macaw .- • • 7 B Bill of mat:• •« & components 2 OVERALL DESIGN PRESSURE FRAME DIMENSION POS. 1 NEC. 96.00' x 96.00" +50.0 ! —35.0 t LES rawer MD_ FL- 10630.2 a s-Eer 1 or 7_ 0 t LES rawer MD_ FL- 10630.2 a s-Eer 1 or 7_ 0 SURFACE TO BE PROTECTED SEE TABLE 1 SHEET 2FOR M81. SEPARATION TO GLASS IXTERIOR SHEATHING DRYWALL 2X FRAMHG TO BE DIED BY THE ENGCdEHt OR AROR1ECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING ILSED. (SG >= 0.42) TABLE 1 MIN. SEPARATION TO GLASS SEPARATION 3.00' 3.40' ±45.0 3.89° 4.13" O.P. (PSF.) *35.0 *40.0 450.0 VERTICAL CROSS SECTION MASONRY CONS7RTJCTION SURFACE TO BE PROTECTED SEE TABLE SHE 2 FOR MIN. SEPARATION TO GLASS 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON4 WM LOADS AND THE CLADDING BEBNG USED. (SG 0.42j DRYWALL VERTICAL CROSS SECTION STUD CONSTRUCTION we wpt 1 N L 4/ 6 /08 BCC .E: N. T.S. Das er JK We. BY LFS a wewwa WA: FL — 10630.2 °v par 2 OF 7 0 SURFACE TO BE PROTECTED 2.75' MIN. EDGE DIST. 30PSF'DPs50PSF .50' MIN EDGE DOT. FOR DP <30PSF - DRYWALL 0 3 i HORIZONTAL CROSS SECTION MASONRY CONSTRUCTION _ 2X FRAMING TO BF /— BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WwN0 LOADS AND THE CLADDING BEING USED. (SG ).= 0.42) o SURFACE 10 BE m PROTECTED a- a CNN? DRYWALL 7 2.75' MN. FOGE DIST. 30 PSF DPs50PSF .50" M@4 EDGE DIST. FOR DP4=30 PSF 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED (SG >= 0.42) LEXTERIOR SHEATHING 7 HORIZONTAL CROSS SECTION 3 , STUD CONSTRUCTION a a MASONRYANC:IX: Mgr x6'!WRIER 55 PSF MAX. DP 13 MASONRY ANCHOR SCHEDULE ANCHOR a 1 SNOWS ssc >• 1.15 .° • CO m.2.r O (3.2PS 'a u"& Ctrt.) O ALL 'mows Soto-Su AMNON • NM GAM :875* a• ▪ c. >• s• 0 co . ' (x000's1 ..1. CoNC) 1 /C. 1m CONCRETE KM, 01 >. 1 »' O. JO' ED ■• 1p' (7.192 PO Wt CONC.) 7i EM MINIMUM EMBEDMENT (PENETRATION) CL a MINIMUM CENTER TO CENTER ANCHOR SPA ED a MINIM EDGE DISTANCE vs a 2 1 r 0 N N N DATE: 4/ fog SCALE. N.T.S. DWG. sr: JK CNN. EN: US DRUMS IgE).. FL- 10630.2 par Cr 7� 6' MAX. O.C. FOR DP >53PSF 8" MAX- O.C. FOR DP 4-, 53 PSF 13 Tr. r.l MASONRY ANCHORING FOR N9'x C PM= 55PSf MAX. DP MASONRY ANCHOR SCHEDULE /4' ALL PONS sOUO- AVCMCY • 7//' EOM EY >. 0.1175' CS >. 3' (& OO PSI Rm. CONC 1 /4' Da CORCRI E SCREW ED P. 1.73' E[ >. 19 ED >. ID' (3.192 P9 IPA CONE) U F 0 ANCHOR 1/4' SWK(S SSC TAPEDtl SG EY >. 1.29 - CL >. J' ED >• 23' J ANC Al f' 7 90uD -4C 0 £ - • 7// EtlA' 9fD C. ow I• EM = MINIMUM EMBEDMENT (PENETRATION) CL .+ MINIMUM tENCER TO CENTER MINOR SPAC010 ED . MINIMUM ED G` DSTMN 2 ro Cc ZM DA7t: 4/ 6/08 a° scut N.T.S. Dm. Ent a« a.: LFS DRAWING FL- 10630.2 4TE 6_DE7 " O Bit! OF MATERALS 1 LOUVER 606.3-76 0.060 ALUM. 2 LOUVER/INSERT 6063- T6 0.060 AL UM. 3 STILE/RAIL 6063-T6 0.060"-- ALUM. 4 EXTRUDED NYLON CORNER KEY ALUM. 5 STRUCTURAL ADHESPIE - 6 FEMALE HINGE ALUM. 7 MALE HINGE TOP RAIL ALUM. 8 MOUNTING BRACKET WOOD ALUM. 8A MOUNTING BRACKET MASONRY ALUM. 12 3/16" DA. POP RIVET ALUM. 13 ANCHORS - SEE MASONRY ANCHOR SCHEDULE STEEL 14 VERTICAL SUPPORT SLAT ALUM. 15 1114 X .3-1/2" PFH WOOD SCREW STEEL. 16 MASONRY CONCRETE 17 2X FRAMING WOOD 18 114 X 4' H.H. LAG SCREW STEEL 1 (82I0ONTING BRACKET -1 ALUMINUM 6063-76 WOOD FRAME INSTALLATION 6 3.00" —10.75" MOUNTING BRACKET • ALUMINUM 6063-T6 MASONRY INSTALLATION 0 EXTRUDED NYLON CORNER KEY (-6***) FEMALE HINGE VERTICAL SUPPORT SLAT EXTRUDED ALUMINUM ■-/ ALUMINUM 6063-76 6063-T6 .060" TYR WALL THX. rT) LOUVER EXTRUDED ALUMINUM 606.3-76 0.060" TYP. WALL TI-IK. 6..") LOUVER/INSERT \--I EXTRUDED 6063-- Te 0.060- TYP. WALL THK. 0 -L2r-- MAlI HINGE TOP RAIL EXTRUDED ALUMINUM 6063-76 0.06Er TYP. WALL THK. OSTILL/RAIL EXTRUDED ALUMINUM 6063-76 0.060" TYP. WALL Ti(. a %E 02/23j07 w.hu: N. T. S. ma. sr: ,54 caw. re L FS NO.. — 106302 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida33175 -2474 T (786) 315 -2590 P (786) 315-2599 www.m edin i�ldin 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 BNC- 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. BNC 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: 0.0615" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -352, titled " 0.0615" 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. Knezevich, P.E., on September 03, 2008 bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement "Miami Dade County Product Control Approved ", and NOA number, per TAS -201, TAS -202, and TAS - 203, 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. ADVERTIBKIVIENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09-0114.04 and consists of this page 1, evidence submitted pages E -1, E -2, and E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. Mahar, P.E., M.S. NOA No. 11-0428.04 _ /l • /0"---- Expiration Date: 07/19/2016 0 6/ o 9 /Z a JJ Approval Date: 06/09/2011 Page 1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1212.05 A. DRAWINGS 1. Drawing no. 00 -205, titled " 0.0615" Aluminum Storm Pane ", prepared by Knezevich & Associates, Inc., dated December 8, 2000, last revision #1 dated May 24, 2001, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Uniform Static Air Pressure Test and Cyclic Wind Pressure Test of 0.0615" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC -00 -038, dated November 7, 2000, signed and sealed by Yamil G. Kuri, P.E. 2. Letter from Construction Testing Corporation, for test report No. CTC -0 -038, dated .hone 1, 2001, for the panel thickness, signed and sealed by George Dotzler. C. CALCULATIONS 1. Comparative analysis and Anchor Analysis, dated December 8, 2000, pages 1 through 52, prepared by Knezevich and Associates, Inc., signed and sealed by Y. J Knezevich, P. E. 2. Revised Comparative analysis and Anchor Analysis, dated June 20, 2001, pages 1 through 4, prepared by Knezevich and Associates, Inc., signed and sealed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coins, not dated for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp., with chemical composition and physical properties. 2. Tensile Test Report from Certified Testing Laboratories, Test Report # CTL — 799F dated August 28, 2000, for Aluminum sample #00 -038, tested per ASTME8 -93, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.12 A. DRAWINGS 1. Drawing No. 03 -260, titled " 0.0615" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E -1 elmy A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11-0428.04 Expiration Date: 07/19/2016 Approval Date: 06/09/2011 Town & Country Industries, NOTICE OF ACCEPTANCE: EVIDAtICE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.02 A. DRAWINGS 1. Drawing No. 05 -354, titled " 0.0615" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 31 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09- 0114.04 A. DRAWINGS 1. Drawing No. 08 -352, titled " 0.0615" 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. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by Y.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1, None. E -2 elmy A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11- 0428.04 Expiraden Date: 07/19/2016 Approval Date: 06/09/2011 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 0.0615" aluminum storm panels, prepared by Hurricane Test Laboratory, LLC, Report No. 0353- 0308-11, dated April 07, 2011, signed and sealed by Vinu J Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. E -3 4Ielmy ktift A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11-042&04 Expiration Date: 07/19/2016 Approval Date: 06/09/2011 L6-S0 MMACHINE : . E .3 WY yR SEDS a SCaRAI PANEL SCALE 3' • 1*-0' .632" 18 HALF STORM PN L SCALE • 3'.T -0• 1 (� Rr HMDSR O'V HEADER 3! LLD-OUT IA HEADER �/ SCALE , 3' • 1' -D' SCALE , I" • T -0' SCALE . 3 ". 1.-0" .1 76• ® SflJD 4 E E STUD ANSLE SCALE 3" • 1'.0° SCALE . 3. • 1 -0" 5E' 6SS' 0.09r ITYP 0.090" T'EP.) 40' 1.00" MIN.I 4.30` MAK E 3. 314"3 S AH3 ; � ® AL L NJ/SCALE ' • 1D"O6CALE r . r-o• U SCALE ■ H SC LE EKE �SW HAALI SRE pNOq �R� ut w�t�y�q� L aTRLSa NA s� 1la',� 2. D[ WIND LOAD7ryW( RX�710�NtPOAAC �1TyOERpC( 6s��OL�6iM�wAp[ sUT E( 0y6wER�ww000�D�LpA�OPEpC�RpLNVa 3. �jpppRT ipni�'\iOCMNyR�l) {AP p�� YOnSTNI¢f IHEAW�YpEpRNN1O1i�0 [WOrsDE ANO OOYERiVINO G. iNESETE-WLCj'/f iy'�'APPLKAT n; TNR DIWTT(R RYR(M. LURE 3 DRMATNIN S. g ET je PP /1 inTI WALL (IMPLY WIT" CHAPTER 6t013-03 7. gniffig741 IOf& OA AQr10N6 0 TNLSE A•PROVAL 3000MLNTE WILL VOID OT TRACK SCALE HALE SOE 7. 2.00" �TIONAL LEO DIRECTION Q51400A406 )TANGLE 111AGIC 4 1N3NUT SCALE HALF SIZE SCALE HALF Sae MI hatrukt- ma. 563 "0 30" 6AI44' 60[' 3.18 8410 ° KEYHOLE wee it vc- Lnssig 3ld.S . t&ASLE 1SP AN j. TYP(CA4 HDRIIDNTAL ELEVA'RwN SCALE. V4" • 1' - 0" WIDTH UNLIMITED 1 PERPENDICULAR TO PANEL SPAID TYPICAL SECTIONS ALUM. ANGLE CLOSURE PIECE rrro0.123 " PUN. TO 2" . S. r 0.120" MAX. 1RAP MOUNT CU1SURE DETAIL 1/4• MAX cVASKUdP't 144,6t'61J9 ild" 3111I'i MPLIL# OWIEV �D'l� �EIB�`iv pot�'fH'TEfcbin'N L MIEE1e 9. �gg�t�T d/j1i Viitft PORLPANLL sri LG.LLL Ol PERMANgrtari /L[t m 11.1.O' A SiR1M IAE fGI 4kttratitIVEM5NVEZ144 '+0011541NA`tib 44 11. ALL EXTRUSIONS SHALL RL 6061 -T6 ALYSSUM ALLOT. UCLA 'O. flAnrialiTtsintifilSyrickeNWID 0R STAMM STEEL Wrc6 5071014 MOUNT TYPICAL VERTICAL ELEYAiIa8 SCALE. 1/4' • 1' -0' ALUM. MALL U6D -OUT ant= PYQ DISTANCE ' • T . 0.103" ION. TO 2 "rS "r 0.125' NA STi 3 C'ONCRLTL HOLLO CCVXRET. BLOCK OR 46000 PRAMS. SEE ANCHOR SCM. RASED 011 1'600 00 STRUC. I Wt. MAX. Xg 6I� E MOLLOWSCONCRF�TF BL0DI OR 14000 FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOR E DETARS mum SCALE. 1.1/3• • T-0" 1/4 DRIAos RESTING COKIWTE, ROLLER./ CONCRETE BLOCK OR W000 ?RAMIRO. SEE ANC SCHED. RASED ON TYPE OF STRUCTURE tt00E616N ERgoo14'0.C.®P pR"p0R 003000(566 LOAOIL0REATCR Bg• rt1AN 110 S.P. (Stt ANCMOR QRpI(IXJU RSN&iWED Q 8 Code with the Fluids Mt Axpkrtba 33o -.118r1111= 1111 = /III V.L 1.3056Mdi HURRICANE PRO ECTtON 09 - t s 0845i� SEE ANCHOR NOTE He. 4 ITYP TOP ANO 80T10 EXIS TINS G6A2IN SEE ANCHOR NOTE Ne. )TYP. TOP AND BOTTOM oxen- ALUMINUM STORM PANEL TONAL LEG DIRECTION • MAX. J EXISTING o m GLAZUI J V4' MAX. LOW CONCRETE B LO LOCK dOOD FRAMING. 'INS CONCRETE OW CONCRETE LOCK 000 FRAMING. V I/ 4- MAX. EXISTING CONCRETE NOLLOW t0XCRETC ALOCK OR W000 FRA18N0. I r i ZN p<, EXIS -0.10 p GLA21N° /4" MAX, O WALL MOUNT SECTION SCALD 3" • 1' -0" as EXISTING CONCRETE , HOLLOW CONCRETE CONCRETE, OR W000 FRAMING.' EE ANCHOR NOTE No, 4 {TYP. TOP AND SOT TOM) V4' MAX. � Z N6 OC00D1OIR.CCR N OWil BEat D SCALC� Y • � - 0" " CXIST1N0 CONCRETE HOLLOW CONCRETE bLOCK OR 10000 FRAMING. SEE ANCHOR NOTE No. 4 {TYP. TOP AND SOTTO SEE ANCHOR NOTE NP. (TYP. TOP AND BOTTOM) V4 -20 MACN1NS1� 80LT O 1 "VP. TOP TOP 4TBOTTOM}C �L�EGp.pSI�RE[T87N O ALE. & CN cc r.ro- /4' MAX. SEE DETAI ANCHOR SC D, RASED ON TYPE OF STRUCTURE SEE ANCHOR NOTE N. 4 L /4'0 TIOW BOLTS W/ LOCK NUT @I 12" O.C. ASTENER. SEE DETAIL RRMAX NCHOR SCHEDULE, OR MA SPACING THREE 1/4 "P L3' 6.0363R10000® CAG [ 0.4. 344AX[ WITH 23/4' EMBED 'NT 2- kS "a1 /0" N CONT. ALUM. P36360 OR 4" o 1 /A° N CONT, ALUM. PLAT AU1 /A E EXISTING CONCRETE HOLLOW CONCRETE §LOCK OR WOOD FRAMING. EXISTING GLAZI EXCEE0 ANCCIGSRICSC�pEDULE SPACE G. USE I OF KHYNOL[ M pIN NARROW ©R TR/00111E0T WONT SECTION SCALE. 3' • I' -0" ii S ►Zt i! _ n WOOD ROOF TRUSS OR PRAM6N0 MEIf2ER SHALL4 PERPENP441 O TO THE PANEL FACE ISTINO STUCCO PUNIER OR PLYW000 SOFFIT 1 /4' MAX. C'IASSIM'SECTION O : SCALE) 3' -V - 0' SCALE 3° • 1' - 0° La PRODUCT =VIE= a. =MVO SiiNMfE 0 Qs 0p4 1 o .. DHOW FRODUCVRENBWEU complying As BUM* C the F' ide Acopusue No 0 04 OBI 1 1 1 1 t MEIN II MO 3 ^V 'AVO Maas RPM OOR SY In* olevow PAGE 2 el RG ONO) 11ppttttpqaR WEO •.•r 10101 Ng T0nto /4' MAX. SEE DETAI ANCHOR SC D, RASED ON TYPE OF STRUCTURE SEE ANCHOR NOTE N. 4 L /4'0 TIOW BOLTS W/ LOCK NUT @I 12" O.C. ASTENER. SEE DETAIL RRMAX NCHOR SCHEDULE, OR MA SPACING THREE 1/4 "P L3' 6.0363R10000® CAG [ 0.4. 344AX[ WITH 23/4' EMBED 'NT 2- kS "a1 /0" N CONT. ALUM. P36360 OR 4" o 1 /A° N CONT, ALUM. PLAT AU1 /A E EXISTING CONCRETE HOLLOW CONCRETE §LOCK OR WOOD FRAMING. EXISTING GLAZI EXCEE0 ANCCIGSRICSC�pEDULE SPACE G. USE I OF KHYNOL[ M pIN NARROW ©R TR/00111E0T WONT SECTION SCALE. 3' • I' -0" ii S ►Zt i! _ n WOOD ROOF TRUSS OR PRAM6N0 MEIf2ER SHALL4 PERPENP441 O TO THE PANEL FACE ISTINO STUCCO PUNIER OR PLYW000 SOFFIT 1 /4' MAX. C'IASSIM'SECTION O : SCALE) 3' -V - 0' SCALE 3° • 1' - 0° La PRODUCT =VIE= a. =MVO SiiNMfE 0 Qs 0p4 1 o .. DHOW FRODUCVRENBWEU complying As BUM* C the F' ide Acopusue No 0 04 OBI 1 1 1 1 t MEIN II MO 3 ^V 'AVO Maas RPM OOR SY In* olevow PAGE 2 el W000 ROOF TRUSS OR PRAM0 0 MEMBER IA t4' D.C. MAX. EXISTING STUCCO FINISH OR PLYWOOD SOPPIT EXIBTINO SLAV ►�1 MOM: Ii Yx4•�DDRX 46'yM, IO TU6E (603168 T6f 10.Asir AL.UMD M STORAN PANG., El/ 4.04 MIN. V 40310 WOOD LAG SCREWS ® o2.1/44^ EMBEDMENT INTO WOOD MEMBER TWD1 /4 °Ox MIN. 4°1.005 WOOD O C. SCREWS WITH 0410 01000 MEHBEA MAX. 0 O IMO EXISTING CONCRETE IPoLLOW CON71Ere bL0[N �yi„v` OR WOOD PRAWNS. oS CALL. 0 .1' ALAOIti SECTICN SCALE. St •1' -D' NOTING CONCRETE OU.OW CONCRETE BLOC R WOOD PRAMNQ - EE ANCHOR NOTE ND. 4 ITYP. TOP ANOBOTTOM1 0010 USESP0 0.5RLLltNEWt3A M0M* 0•HFIOBI011•U•IGAOSI10PIg06T ®C -TRACK ASSEMBLY -ms4oE MOM SCALE, 3°.1' -0' EMBEDMENT VY P4133000 EXISTING OLAZIN TWO 1/4°14 MIN. 4' LON5 STAINLESS STEEL WOOD LAG SCREWS 1-4EBE3/4" MW. EMBEDMENT lY� CS TWO V4'6.4 M24.4' LONG STAINLESS STEEL 01000556 SCREWS ® E4" 0.C. MAX. WRN t-3/ 4' MN. EMBEDMENT M 4" x 1/6° TUBE CONT. ALUM. 14 x 3/4' TEX SCREW ob 9 O.C. GDNI'. r x 05 L° x 33000 FRAMING REQUIRED 4- MAX. 2^ x 6° P.T. CONE WOOD BLOCKI TO LOO( STRAP IN PLACE USE A THUMB SCREW OR A TRUSS MEAD BOLT V4' MAX. V4'W STAINLESS STEEL WOOD LAO SCREW ®®1T' 0.c. W /I -3/4' EMBEDMENT EXISTINO CONCRETE HOLLOW CONCRETE BLOCK DR WOOD PRAM 0. 01tUA!<D°OUTf I.00II MOUNT SECTION 5CALW 3' • T - 0' EMB CEI3AL S 3^ D-O QMOUNT SECTION /4-20 x 5/4° 1 MACWNE SCREW WITH .676' It .675" x .125' SQUARE ' SCREW HEAD T2. O.L. / I6° 1.0. AIM Vt° 0.0. x MINIMUM NYLON V16" BUSHING OR 1/4 -25 KIN NUT 15ALVAHMED) ©MACK AMENDS- (BLOW UPI SCALE. MALP SIZE U 6 OWITH MAC NO SCREW 41114 .675^ x .67S' x.254 SQUARE SCREW HEAD Q0.11/4- 3/164 NYLON BUSHING OR V4- t01.0.1BIT LIT . \ L LOCATION OF STUD a -104M K MEOW 0500011 IC VOW) N.T.S. 4' MAX 4' MAX. PRODUCT RENEWED DW Cad* bI� Florida ldiee Acceptance No ° Tan Date ,I- 1 mown. UVF61D auooaoogrHEf11RBd a An6Dteme flog 1 61111111 EIIIIIII 51111111 PAGES of I EMS. %STING WOOD FRAMING. SEE ANCHOR SCNED. BASED ON TYPE OP STRUCTURE 4" MAX. EXISTING GLAZIN 4" MAX. V4- 20 ®®2S. BOLT 6P S•x1Y1 /8 CONT. ALUM. ANGLE EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. Ntrela SEC ANCHOR NOTE No. 4 ® WOOD cERl0WINSAE UMW NUM SCALE. 3" • T -O" 1/4.20 S.S. BOLT W/ Bl 24H a . (TYP 2AyuliTIEL P OVERLAP 1/4B�R 13.S. . BOLT W p 24" 0.C. (TYP. MAX T OVERLAP OAL TYROCORNERCIOSUREDETASS PI.M SCALE. 1 -V2" • I'-0" °Amor ALUMINUM grog PANEL' 5" LONG HANDLE RIVETED TO PANEL PUNSH T /Y' • 1° HOLES IN ADJACENT PANELS TO RECEIVE THI5 BOLT W/ PM NUT, PLACE PgtyEL OVER EACH ADJACENT PANEL ONO FASTEN WIt18NUT6 FROM TMEIN5128 OTYP TO ADJACENT PANEL WALL MOUNTED 5°o2 .V0" oCONT. STUODED ANGLE (SEE SECTION 21 EXISTING CONCRETE OR CONCRETE RAWNgLOCK 1"• 2- 2 "a - 2 . 0.055' 6063 -16 2 ". o ALMA TUSE APP424 SEE ANCHOR NOTE No 4 (TYP. TOP AND BOTTOM EXISTING OLA21N T'• 2" 2 "• " • 0.055" 6061 -16 I2 ". ' 2 °. 5 ALUM. TUBE ©Y1ALL 9AOlM sEMN SCALE. ) -. "- 0- I A /4' MAX. /4" MAX. PRODUCT RRNRWID .omplyO.g with 010 Ftotka Mailing Coda '�1� Acceptance Noll" 0 '_ Z .04. orb EXISTING CON�CRE�7T�E HOLLOW PAM58). BLOC 22y/y-V2" moo 1-1/4" C -1/44 O GPTIONAL INTERIOR FASTENING DffM. I I 6 I.T S. Edo( P0ELII22210.1 •.4' 6 WC0ES161IL060 ILCAF.45.) O INTERIOR RAS19000 ANIRi ASS5h(BiY SCALE, I-1/2° . T -0" PRODUCT PIRVIRRO EPRT THE T P L B»!diffi .� tut. � AagdoanN6D y^XEA •t'. TOP iw tre 01014.4 o4. 1 1 1'1 1 V.J. 1Cwo,loh P3084016 a.o815° AWWP4um 3TORU PAN4J ANCHOR SCHEDULE 11/2111131.4173111061202391 2165) MOO Ia11R0$O INVI009410DONS SCHEDULE ::. 1017211110111011211101140111.031411910177/ ANCHOR Nei 334X. 9Pµ= UP 70 SPANS IN 70 SPANN 1P 70 SPANs UD TO SPANS UP TO 61410 1.0 TO 1EDOE 1,: ,,.` 'II • 1 DSTANcE 1 tut 402 . TYPE 309607007 C - CI c4 CS -9 .. reps M ON0 1 O1 C3 C4 CS - 9111E90 C+ C2 C1 C4 CS C. 9503710 C1 C7 C! T/Pt C4 CI '^^.F, 0M 9114/0124 C1 C2 CD C4 C! iP..: Tv 933 0 C2 Ls C4 904 944 150.0 1$$$ ::,.,.wi:,:,,,,:,.' Ov T•RI N 1Lf.. Y1XCN/1 914 b.0 72.0 W4 MM OUE�[YO 24 14 4415 4 4 11 4 14 6 0 4 4 4 4 14 4 444 4$ 4 1 EJUDU 4 34 4 411 11 ) 411 14 34 1 4 4 5 4 5 '4 / 34 14 34 4 4 4 4 11 14 14 4444414 4 4 4 9 14 14 4 7 4 7 4 14 13 4 1 r• .Y 1 ,aa [s &I 9 {LfU_ • L LULL i f uman..mamx 5t041T4C01Yf/1p'1 w +63 /061fk1 47.0 60.0 714 113 >f ;( 14 ID 14 11 K 6 •. 4 10 4 7 4! {{{jjj���(((...��e © r 4 7 14 4! 11 4! 11 4 4 14 4 4 31 4 4 4 10 14 1 140 q0.0 LA�51«i�a •- 1 iEEiijlle+e { ii{SilillYa iailitata 3608E Lliana •••,• ... 067. . - -- nii * 'sm. ...q3 . s1100W 4 ary 41.0 4 4 4 4 ► 4 11 6 E!i0.+JEt=I6EI717ETJF 11 5 11 1 4 10 1 9 1 1 44414414 11 33 EIP.lF I 4 0 411 M I 4 0 4. 9.. ®ia f 4 f 0 6 4 1 6 90.0 724 444 10 4 a 4 6 14 4 10 14 11 1 111 ®8 614 E�mrlUIr ,. IELILIE.- -.. o, ama +sDA L. ILIDLI LELIKIEMEICIli7ED0ELIIILIEM :"I €`9r4a.7rE,57:76f����'ITVia IF.lELIE9 EUEIILI ES�IE p 17 EDEUEi4�1 IULILI EO.TJ f IF E 9 17T's� ©mEE!! • • 414 w.A n.o zoo WA mom. 400 ET�JE ETLi E:IBLIEL7Jp0ELKILUIEILIEI U exatILULICAILIMUIF!WW1L111,111MWIEJULEILKAME112111WIl E IIAL.I �IE,EILLIULI %j/j / /,. / /.; // / II j /j / /O% M 'ILABLEiILIIMI DESEDIDLICI UI IE�E)DIIEIEBUI !MOM tr 3 , qq��r•....4....,,��,� 0=0: �� /j/ 'il�t1E 4v 0 O xi1.0w / /:,�,1 gegr / / /.�� %� / /�j / / / //i 3 r' �iiiiime r Man nn�n ma�/ rnI' Ir UJnr J on tA N90v T4��41q'1PL Cog so.4 71.0 69.0 Q er' LY/%u' � �� /� /� / % / /�dr�;%/% A !!� FL�� 7 5 .0dimiiEar 14 1 31 7 4 1 1 o /s / / 0 6 1 3 0% S 1 / / 11 11 3 0 6 4 1 I. s ��LIPUI'L.' 21 1 44 Py % %��/ % // 1 7 s $ t rin�i" 53.0 60.0 14 0 41.6 Ao'ii7 .4 14 4 4 4 1 ! /! ,10iid iii /1111111111EI ICIe 11 S 4 /ii 6 6 A 7 1 3 !✓ 3 1 S3 1 3830 meetenemeles1 eve waw•rx00mn0 13 !/ /.� 1 6 1 14 4 7 j 7 4 4 7J� b s 9 4 3 f 1 4 % /�1�1 %/ LEKILLILMLIIIILI 71.0 144 630101 439/1 ' 9 7 1 .. / L1JL JIJI IV tam K n. /LS>LJE:JLJELI r • 1�! 474 ♦/ 1/ 1%� 414410 7 SEiI 334 l C 7u7ALle DIY /IJ9,02.1ll/o2.1' ALM.ILJIJEIL IUMBIJI 3 ■'I 60.0 R'f itf'1 {RRII . l ?1Z■fJSfR 4;; mE ©E ic®n FAH t EM1 MEN ntinmi 1 4 4 51 ®ma u 7 4 4 4..4 ......4103pR/ 4330 1 �� 160.6 e!i7 ©j 1i1ni'i7�� ®�mnn MEI • La; r=7 v E7 �D7 ® ©[E'IQ7FiIlEHID+ ETJIJETJI[i 714 .ROME 640 IMpQ a YEfICIM3IE�10 mOm[ 3IEXIOEI�YEL<I1EMIXI .! 9 9 UEI MI Hamm CI EMI 110.0 CiflLriEIMovi�/.saE>✓i.LMIOMJIJO f L ANCHOR Rt686A6+WpA71770174 SCHEDULE ::. 1017211110111011211101140111.031411910177/ 411!226111111 LOAD NIL SW'EOOEMtnE Iwi MAX. 1roR ,,.` 'II • tutmeN 0 [7 C9 54 C! 91019114 C+ CO t CO C! 3031154* C1 C4 f4 rSEIM ' Mt•{r 904 944 150.0 4 14 �® ® 34 9 Se 14 7 ®� 4 14 9 1414 14 9 7D 14 011 fal 49 2 •�L® :3:. T 3 ' i a ®e® ,aa 174 se &I 9 {LfU_ • L LULL W/// AILJULJ eNe INVA {99U'9'F9%9 /79,17,9 %{�9 /�� / /J.lUIV • tEE��W ... /L' letiiiiiWkii•ii 904 <m 113 >f ;( LLI ILJLIMI l7 LLJJUL JJUULLJJUL:AI LAI t IiQ110X� fgratifetitiglIMIMMIPM. 4 TT[R ALID saf iPANpOR6A'1 1. 910 MOUNTING SECTION 0114!1, PO* 46NMTT63CATIOM O0f/�C70(w10ZZ[T.00N OVP . 4• TFL� IP'� ffl Yr�PORPROPER 7INCMOR TYP8 If4S000M 5. ANCMDICi iXALL 6E PatTAL43O 333 ACCOR04NC3 WITH MAWJPACTU3OR1• 6. MR4471.1171 EMS 1316ENT AMOCDGE INSTANCE EXCLUDES MALLPirmst4 OOEE STUCCO. T. , if PUAOM Nig f WR „D.ifd iTi7 D E 4P 0is Tilag 10. % 0(1dONATE6 ANCN179 (1)0330 1:19 M31104 ARO 147 *Caro TA3L0 USES. T. OCRESW' NOT /611 WASHER[° MLV3,11t1RHM0V4JLE 90 41145V043 MACHINE 0. A4 631919 SCUD SET AND POSERS CACK-M ANCHORS NAT 05.4 90 0010 91 GRACE. CONCRETE RAt19. HC10* CONCRETE 95000 WALLS OR CONCRETE !LABS 73. FOR 4100 IRETEFIEK 154. CONCRETE STRp701H, 90.30 KR. FOR ITN 7060036 COMM Fa.12 *25. 310 ALL DINERS CONCRE70 as STRENGTH. 504'. S K4t PRODUCTRENBWED PRODUCT L&VWLD Ettdding ly333wfiO70Florhks efHtE69L11Ll9 a319142 Cotte AOCepmnce 1NO i D 2 p,¢ Aas•91.41st400 r..._.4 .,.>a:VS, 0�6 : ,•. ■Iitrsv V.J. 0,1110111 Texaco 0411752 140! 0019 T 2110ASEA 8TTE141 PAWL SPPACIATION FROM SUEZ A roalTlva lit. LD0ADO0 10.8.!•1 ACTUAL SPAN SI (PT.- 111 COLUMN 1 (A1.LN1N 2 Mk SEP, FOR ALL INSTALLATIONS LESS THAN Et MOW MADE Mat SEp. P0A ALL OIS1AE.UTION9 ORGIES THAN lo{• AITOV l BRADS 2 O0 8-8 -9 2 10 -9 4 -1/6 3 -1,8 000 9 -0 9 2 -1/4 10 -2 4 -1/8 9-1/8 103 8-9 1 2 -3/9 9 -9 4-1/9 9 100 4-0 9 1 -3/9 9-9 3 2 -3 /8 9-4 4-1/0 3-1/9 OD 4-0 3 1 -3/8 9 -11 4-1/8 3 NO 4-0 3 1 -3/8 9 -4 3 2 -3/4 1160 4-0 3 1 -3/8 7 -6 3 2 -3/9 1100 4 -0 2 1 -3/6 5-9 3 2 -119 1108 3 -0 3 1-3/8 6-3 3 1 -1/9 e.oe1r&LIMn Ear PA N.I 1M11100*0 ut6�0�OCYN:CP TN9 LUO 0 CTN[ SPANS TANO ' E6O SPAN VALUED T TWO. 2• RENifilinifelifilIN itemet ��7p 6LE �y pp��� �QS p p ERMINE MIAL CTO aHUTT6RES2PARAT lla A MAX ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE GATI 6R MON LOA0 Oka P.) SPANS 107 - IN) 25.0 1Y -0" 30.0 1T -6" 35.0 1T -0" 40.0 1r -Y 45.0 10' -4" 50.0 . 1Y -0" 55.0 0 -10" 00.0 9' -7" 62.0 9' -6" 69.0 9. -8" 70.0 72.0 0-0" 79.0 0•-A" 00.0 00.0 1. -4" 100.0 TWO 6' -0" 120.0 0 -6" 130.0 s -r I40.0 s' -0" 130.0 0-0" PRODUCT RRNEWSD as cosrlyins with 611 Fkrk91 PialoUrr AMID 138041111 Coda astencIper Acceptance O Z .D4 9HA6I680ab W/ t Ogle ° 6 ra. n 1 PAGES tl6