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141 NW 99 StBUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building $ Value of Work For this Permit * * (Continued on opposite side) / /7 fit! �1ir17 ** ** Total Fee Now Due $ l 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 TeL 3_05)_4} trr 756.8972 Electrical Owner's Name (Fee Simple Titleholder) ! ti .-- 70 . 11Y 1 ALILZ- Ownifs 's Address 1 1 H W 1 1 S City I tal4Al State ri Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami-Dade Is Building Historically Designated YES NO v Zip 3 Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # •00 Structural Plan Review. $ Permit No. S I i 05 ^ f f Master Permit No. Plumbing Mechanical Roofing Phone # - ))5/(07)?) +346 3fiiO Square Footage Of Work: Zip ro ?imps. Type of Work: ['Addition O \ ❑Alteration fNew �Re air/Re lace 11 p p ❑ Demolition Describe Work: i.1 &C.� 1 Lutt()o,US l,IL house,- bti \, s , Q J Sge ' * * * ▪ ees • * * ** * * * ** * ��* * * *fr * ** Submittal Fee $ Permit Fee $ 460 a, CCF $ 2 .40 CO /CC Notary $ - _ Training/Education Fee $ 0 Technology Fee $ 1 0 ' vv Scanning $ 62 • Radon $ Zoning Bond $ Code Enforcement $ • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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. Signature 9 _A rl_� wner or Agent + 4 The foregoing instrument was ackn wl ged before me this I day of r y , 20 i , by . ' aJIt1AVI who is personally known to me or who has produced n � T y J ° �J4340 ` aid tification and who did take an oath. NOTAiti Sign: I Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 MONICA UBSETN DIAZ T*1 MY COMMISSION # D RES: October 20, 2009 rotors rotors r91c Liss i ,8 ' e a *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Signature Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is p,ersoneijy vin Vine or who has produced as identification and who did take an oath. o NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * ** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 0(e Plans Examiner Engineer Zoning Issue Date: 6/5/2006 Owner's Name: MARTA DOMINGUEZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 141 99 Street NW Comments: WINDOWS REPLACEMENT Additional Information Miami Shores Village, FL 33150- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/01/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Type of Work: WINDOWS AND SHUTTERS No of Openings: 10 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee W t N DvWS Permit Fee S Ht 7TE.2 Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $5.00 $200.00 $200.00 $6.00 $10.00 $424.20 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -12 -05 -1136 Phone: (305)633 -4740 1131010220410 Lot: PB: Total Square Feet: 0 Total Valuation: $ 3,826.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 6 - 06 - 25062 Total: 'JUX05 Amt Due $424.20 I Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. .s.,%. V,V V [...,,,./ / r NJ, VlA. 4 ....------.. . . OUOTATION.,TO 0. I / f l> 2 ci e - OU0 ." .. '. • A illOW:Airl 4 _ , ..., / / /V ( 7g ----') 19 vo , 4 $ , 1. 3 :3 / k 44e ---.' 4....._ -- \,..9 e-1 I sr , STATE ZIP ousktirry TOTAL 4/J--) edealkeee) 0 c Cerrivt 4.47r( 5 X5d 79, X 1 4 ?./ i /. WX3S 3 - 71' l / (f I / 3-M•60 /a f5 1 r • r t /I I - 1/ /7 // 7 26')(' 3a ;co / 1 // /1 '/ YPX 0 /eon a 096 X ci 46 _ ' GLASS ,'SCREENS 'WINDOWS 'SLIDING GLASS DOORS PARTS & ACCESSORIES 1 1 WINDOW, INC. SALES & SERVICES - 1630 N.W. 17th Ave. Miami. FL 33125 1- !i• 17 3, 16 • - • • • • • .*. QUOTCIN DATE ge?V‘ QUOTE GIVEN BY: QTY. DESCRIPTION UNIT AMOUNT ■ ' IMP //I n . 1 . , Al . / / M r1' ,^ 6:).1 a .• /, r // 3: I ° /00 i`dl WEI if 'i i - 0 '0A / C . /.'/ it / a, / r + - • - , T /`r r/ if f/ (46 1 P ' C+ /A/1 A ° 4.- /-"D 4 ?5 fl'o' Sub -Total : Gracias por su Compra Tax: Labor / Delivery : Total : / A 6-9 1 17 E316 WINDOW, INC. SALES & SERVICES * GLASS *SCREENS *WINDOWS *SLIDING GLASS DOORS PARTS & ACCESSORIES 1630 N.W. 17th Ave. Miami, FI. 33125 Tel. 305- 325 -0207 Fax: 305- 325 -0272 Customer's Order nu Name : Address: Phone : INVOICE: Located at: t • Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal p owner, for the prope r Legally described as , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),s'}nd I have read and understand the following disclosure Statement, which entitles me to cork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. B MAD. DorA(A - State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this DISCLOSURE STATEMENT Produced Ron & t)riteirS U Cep i pLum er) initial of reviewing clerk. The foregoing instrument day of k3 , 20 () r who is personally known to me or who has as identification and who did take an oath. '4 Barbara A Estep My Commission DD178470 Expires March 29, 2006 BUILDING CRITIQUE SHEET P ,e0p5R s ()ha i r -r -- (446 eaAocaucr a-c? ✓ Scletoceole/ WM O) flee. P} -d1-�s � ) � � �Uz c� 0 t C�c1 t't b� 1 124 1 AJ ( ) a- . C_CA CJIQC) Miami Shores Village Building Department wak\cN►S wA bo, ef5T . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 05 — ' t3(0 Job Name m io - v2Z r101s 'io p a.-reG r/ o 1.015 10 /us &' n 1'ZvcQ 1' l�C$SP b m t +2 Y s l � , qi t Inspection Date: 10/18/2006 Inspector: Grande, Claudio Owner: DOMINGUEZ, MARTA Job Address: 141 99 Street NW Miami Shores Village, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, October 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number:'I 301 " 82 Permit Number: WS- 1 2-05 -1136 CI 1 9 EN tL, Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Block: Phone Number (305)633 -4740 Parcel Number 1131010220410 Lot: Page 1 of 2 Passed lbj °� Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/18/2006 Inspector: Grande, Claudio Owner: DOMINGUEZ, MARTA Job Address: 141 99 Street NW Miami Shores Village, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, October 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number:'I 301 " 82 Permit Number: WS- 1 2-05 -1136 CI 1 9 EN tL, Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Block: Phone Number (305)633 -4740 Parcel Number 1131010220410 Lot: Page 1 of 2 Inspection Date: 10/18/2006 Inspector: Grande, Claudio Permit Type: Windows /Shutters IC 19 201 Inspection Type: Final Shutters Owner: DOMINGUEZ, MARTA Work Classification: Window /Door Replacement Job Address: 141 99 Street NW Miami Shores Village, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)633 -4740 Parcel Number 1131010220410 Lot: Tuesday, October 17, 2006 Page 2 of 2 V Passed ` Inspector Comments / 4 vd `)/14}-t 4 1,1 " 42: ‘ -e) (� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/18/2006 Inspector: Grande, Claudio Permit Type: Windows /Shutters IC 19 201 Inspection Type: Final Shutters Owner: DOMINGUEZ, MARTA Work Classification: Window /Door Replacement Job Address: 141 99 Street NW Miami Shores Village, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)633 -4740 Parcel Number 1131010220410 Lot: Tuesday, October 17, 2006 Page 2 of 2 No one home, Permit not available for inspection. Someone needs to be home for inspection of the windows . 10/10/06 CG. Passed Inspector Comments GdIr� Failed Correction Needed Re- Inspection- Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Permit Number: WS -12 -05 -1136 Inspection Date: 10/10/2006 Inspector: Grande, Claudio Owner: DOMINGUEZ, MARIA. Job Address: 141 99 Street NW Project: <NONE> Tuesday, October 10, 2006 Miami Shores Village, FL 33150- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Cri 11 1 age Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)633 -4740 Parcel Number 1131010220410 Lot: Page 1 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street m c iE E T IE Hialeah., FL 33010 100'3Jdd f MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STRI:,ET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 • FAX (305) 375 -2908 APR 10 SCOPE: This NOA is being issuetuinder the aplie rules and regulations governing the use of construction materials. The documentation submitted as n revtewedby Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals •(BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the A11J (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 • z revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right 7 to revoke this acceptance., if it is determined by Miami -Dade County Product Control Division that this product or,/ material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • Zone of the Florida Building Code. • DESCRIPTION: Series "580" Aluminum Single Hung Window and Dual Action Window • APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. ; dated 10/10/96 with revision on 10/07/03, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • MISSILE IMPACT RATING: None LABFI.ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami County, Florida,•and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02. 0507.06, and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 Page 1 311i1 W0N3 Bb :ZI S0, PI 83J FEB.14 '05 12:49 FROM YALE PAGE.002 Yale Oaron Manufacturing Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT= D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Farooq, P.E., dated 10/10/96 with revision on 10/07/03 B. TESTS 1. Test reports onl) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5-76. along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1171 and FTL- 1.170, dated 10/16/95 and 09/11/95, signed.and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA #02- 0507.06" 2. Test reports onl) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with marked -up drawings and installation diagram of an aluminum single hung "egress" dual action window, prepared by Fenestration TestingLaboratory, Inc., Test Report No. FrL -1660, dated June 23, 1997, signed and sealed by Yamil Gerardo Kuri, P.E. `'Submitted under NOA #02- 0507.00' 3. Test reports onl) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76: along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIL -3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by . AI-Farooq Co., dated 10/07/03, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM- E1300 -98 D. MATERIAL CERTIFICATIONS 1. None. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0910.04 Expiration Date: November 14, 2007 Approval Date; December 18, 2003 FEB.14 '05 12:50 FROM YALE PAGE.003 Yale Ogron Manufacturing Co., Ina NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. QUALITY ASSURANCE 1. Miami - Dade County Building Code Compliance Office. F. STATEMENTS 1. Letter from Yale Ogron Manufacturing Co. Inc., dated 513/02, stating that the product has not changed since it was last approved, signed and sealed by Sonia Chance. 2. Laboratory compliance letter for Test Report no. FTL -3879 issued by Fenestration Testing Laboratory, Inc., dated 9/10/03, signed and sealed by Joseph Chan, F.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 ITEM[ # PART 11 REND. DESCRIPTION REMARKS 1 YE -169 1 FRAME HEAD 8063 -15 2 YE -187 1 FRAME S&U. 8083 -75 3 YE -102F 2 FRAME JAMB 8063 -75 4 YE -152F 1 FIXED RAIL 6083 -15 5 YE-151C 1 VENT TOP RAIL 6063 -T5 YE -168 1 VENF BOTTOM RAIL 6063 -75 7 YE -920 2 VENT .IAMB - 8063 -75 8 AS RECD. GLAZING BEAD ROLL FORMED ALUM. 9 10 2/ VENT BLOCK & TACKLE BALANCE 11 YH -.511 AS REGD. BULB VINri PVC (SINGLE) 12 YH -5t0 AS REGD. BULB VA4Y1. PVC (SINGLE) 13 YH -509F AS RECD." PILE- SCHLEGEL .187 X .250 'FIN SEAL (DOUBLE) 14. YH -504 2 VENT MATCH NYLON OR CELCON 14A YH -515 1 CAM LACK 0 CENTER OF VENT ZONAK 15 4 10 X 3/4' 8 FRAME ASSEMBLY SCREWS ' PLATED CRS. 16 # 6 X 3/4' 2 FIXED RAIL SCREWS CAD PLATED CRS. 17 k 8 X 1" 4/ VENT VENT ASSEMBLY SCREAS CAD PLATED CRS. 3/4' WEEP -NOTCH AT EACH ENO. . 4 3/16' TAPC911S II 6' MOH CORKERS 1 19' O.4 MAX. L/4' MAX. ' sHIIIS 003 -6101. GLASS OR 3/16'- ANN. GLASS OR 3/16'- TEND. GLASS SEE CHART CH WINOOW CAN BE SUPPLED WITH CAM LATCH AT MTG. RAILS OR SPRING LOADED LATCH AT SILL • WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. . GLAZING METHOD; EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555 OR .EQUIV., COLOR TO MATCH GLASS & METAL FINISH SEALANT: ALL LOWER FRAME ANO VENT CORNERS, AND HEADS OF. INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMIN.UM COLORED SEALANT. SCHNEE MOREHEAD 5504 OR EQUIV. PARS" ONE 1 /4' X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED " MTG. RAIL. TYPICAL ANCHORS; 3/16' OR 1/4" ANCHORS A) INTO 2 BY WOOD BUCKS 1 -3/8" MIN. PENETRATION INTO WOOD B) THRU 1 BY W000 BUCKS INTO'MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 1 BY OR 2 BY W000 800< _ • WINDOW MOTH 053 -411.61 GLASS OR 3/16' - At84. GLASS OR 3/16'- TEMP. GLASS SEE CHART L750 P£ORUCT RQVlBN ape *in vie Ili RIMS flukirsCole Areeptmes . G -0' .. 04 D.K IL•YF 1/4' 5•1N• NAL 7 4 - WLI70 SUCKS NOT 31. YALE GGRON MST SUSTAIN IMPOSED LOADS '3/16 OR 1/4' .TAPCONS SEE COMPARATIVE ANALYSIS CHIR FL'R SPACING 'ANCHORS AT VENT AREA SEE SHEET I 13/16' ANCHORS ONLY) S 0 2 8 d a k A P drawing no. 0 WIWDOIT DIMS. WIDTH 19 -1 /6'. 26 -1/2' 37' 53 -1/8" 1.9 -1/8' 26 -1/2" 37' 53 -1/5' 19 -1/8' 26 -1/2' 37" 53 -1/8' 19 -1/6' 26-1/2 37` 63 -1 /B' 19 -1/8' 26 -1/2' 37' 53 -1/6' 19 -1/6" 26 -1/2" 37. 63 -1/8' HEIGHT 26' (3) 38 -3/8' (3) 38 -3 /B' (4) 50 -5 /B' (5) 57' (5) 63" (5) D6B -ANN. GLASS ELT. ( +) 60.7 80.7 60.7 38.8 60.7 60.7 52.9 50.7 60.7 60.7 60.7 60,7 51,3 60.0 '1NT. ( -) 78.4 78.4 78.1 36.5 78.4 73.9 52.9 ,76.4 78.4 61.5 76.4 73.6 51.3 5/16"-ANN. CLASS ELT. ( +) 60.0 60.0 50.0 54.4 60.0 60.0 1NT. ( - 125.0 109.1 102.4 78.1 54.4 73.9 52.9 38.9 52.0 38.9 60.0 60.0 60.0 60.0 60.0.. 80.0 125.0 95.6 70.6 125.0 93.4 66.9 40.6 114.9 46.6 60.9 19 -1/0" 20 -1/2' 37' 53 -1 /O 74 -1/4' (5) 60.0 49.4 60.0 60.0 46.3 60.0 53.3 78.4 56.7 49.4 41.4 60.0 74.8 63.2 46.3 60.1 53.3 60.0 59.4 60.0 53.7 37.4 69.0 50.0 45.6 31.6 82.9 59.4 41.4 104.0 75.0 53.7 37.4 88.2 63.7 45.6' 31.8 3/16" -ANN. GLASS EDT. ( +) 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.9 60.0 60.0 80.0 60.0 60.0 60.0 60.0 54.4 60.0 60.0 60.0 50.0 60.0 50.0 80.0 44.9 tNT. ( - 125.0 125.0 125.0 112.6 125.0 125.0 109.5 78.3 125.0 125.1 60.7 63.7 . 125.0 114.1 59.8 54.4 125.0 101.6 74.2 50.0 125.0 86.0 65.1 44.9 3 /18 "- 76M,P. GIAS5 DR. ( +) 60.0 60.0 6DA 60.0 60.0 60.0 60.0 610 60.0 60.0 60.0 60.0 60.0 86.0 60.0 60.0 60.0 60.0 60.0 60.0 00.0 60.0 60.0 60.0 141. ( -) 210.0 210.0 161.7 112.6 210.0 152. 109.5 76.3 210.0 193.2 124.9 . 752 210.0 171.6 118.7 69.5 210.0 155.3 111.2 65.4 162.5 131.7 94.3 60.0 N0. 16 PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB SERIES -580 ALUMINUhM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART ANCHORS AT FIXED LITE 3/16" OR 1/4" TAPCONS DETAIL 'I' ANCHORS AT VENT AREA 3/16' TAPCONS DETAIL '2' THESE ANCHORS MT BE LOCATED AS PER DETAIL E BELOW 03/16• ANC1aRS ONLY) A WINDOW WIDTH 19" NIAX IMPACT RESISTANT SHUTTERS REQUIRED JANB AACH3RS SEE HEIGHT COLIINN AT LEFT • LO FOR EGRESS WINDOWS DETAILS AND CAPACITY SEE SHEET 4, FOR COMPONENT SIZES SEE SHEET 3. NOTES 1. THB PRODUCT IS moo 10 CCAIPLY Wm.' THE HIG14 VIIAGIY HURRICANE ZONE OF WE 2901 FL0PoD4 BUILDWG CODE. ALSO FOR WINO LORDS AS PER ASCE 7 USTY' CORRESPONDING LOADS. 2. 9000 BUDS BY MOTS. 1817 BE AVCHOREO PROPERLY TO TRANSFER LOADS TD THE STRUCTURE 3. ANCHORS SHALL BE AS US1ED, SPACED AS SHOWN ON DETACS. ANCHOR EMOFAMEMT TO BASE MATERIAL S1)4!1 0E BEYOND WALL DRESSING OR STUCCO. ' semcIMe6 weft r/I Ik STR 11. 4Uk4YOUN W404 004 amillaa ((114‘ OCTi1FS +li..Pd.stN #1 O •fl4 y L c :A a5JR 8 4 f 0 ., D.de Pv d. n Cammel st drawing no: W96 -38 1 r962 834 1.334 d 846 .974 FJ,iE F4EAQ YE -169 6063 -15 062 -- u I t 4-. 1.062 �1 F IFD RAN YE -152F 5063 -15 1.197 3124 062 VFNF TOP RAIL 6063 - 1C 6063 -75 r _3360 ' --� .612 1,625 .062 VF14T BOTTOM RAII YE -166 6053 -T5 1.437 1.053 1.125 .062 VFW!' SIE1F RAIL YE -90D 6063 -T5 ' .937 r .062 I 2119 1.196 — FRAME JAIIR FGRESS FRAMF CORNER DETAIL 1.359 , 6-125 1868 EGRESS CH1UR FXIRUSION YE -25 6063-15 2216 2.313 EGRESS H?,1 k SILL 3/4" WEEP NOTCH AT EACH END OF SCREEN RETAIN7.4G CUP r L447 —1 jGRFSS JAMB S.H. FRAtAF (ORNFR DFTAII. rRODUCr REVISCD & C14 *+I► Ih Mtn IIR3! !WTI A � No /8 Mfi�9 Otl ENININef Divlsie� S.H. VENT CORNER DETAIL :ny: 94. HOUAY9il!7•F.V0700 • S1RVCRIRLS FUG. PE x'16557 CAN. 3636 . • z E3 o ea e P O g 0 t P. El yu 1 n Ct 1. 44 o � + co cd /n e drawing no WO R.:— IA 1 • a • e , � SEE ELEV. FOR SPACING V • • •. 1 /B" X 1" WEEP SLAT 5-114° FROM EACH D40 OPEN CELL FOAM PAD nT Ysr'N W.'rc GI AT • 4" AWL SHIMS - GLAZING SEALANTS AND PADS SEE SIfl'. 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEP SLOTS / • LI OY OR 2 BY WOOD BUCK . DSB ANN. CLASS 3N" ANN. GLASS 14 -1/2 MAX. P ' HEAD ec S11L EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW SIZE OF SUB- FRAME = 37" X 60 -6/B SIZE OP S.H. FRAME = 36 -114' X 40- 7/10" 1 BY OR2 BY WOOD BUCK ■ EXTRA ANCHOR rai 75 PSF RATING ONLY ZINC DIE OAST 3 PT. LAD( BAR SYSTEM ROTO HARDWARE MIKNOM 1100 W/ PLASTIC KEEPERS I FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2.4 FOR CnuDnuckr cc[ curry 2 3 5 6 7 8 B 10 11 12 13 14 15 YE -25 YH -570 YE-8 YE -169 YF -23 )1H -570 YF -23A TH-934 TH-940 Y11 -942 11 - 944 YE -171 TH-571 YF - 1 EGRESS GLAIR URRUSION 4 BAR HINGE SPACER S.H. WINDOW HEADER SCREW WEATHERSGf8PPING CHAR SUPPORT SCREW LOCK BAR • LOCK BAR GUIDE 3 POINT LOCK BAR OPERATOR PLASTIC STRIKER EGRESS JAMB FOAM TAPE BLACK V -788 - 10 X 3/4" SMS AS RECD.) 6083 -T5 STAINLESS STEEL 6063 -T5 6063 -15 #10-24 X .5/8' 11K PH SANTOPRENE • s# 8 X 1/2" TEICS PH RDTO HARDWARE ROTO HARDWARE ROTO IARDWARE ROTO I4RDWARE 6083 -T5 NORTON 3/8" X .188 • CAO •PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER ANCHORS /JAMB 4 5 11 DSB — ANN. GLASS EXT. CO . 57.0 57.0 INT. ( —) 57.D 57.0 9 /16" —ANN. GLASS ENT, (+) 58,4 65.0 INT. ( —) 58,4 73.1 TYPICAL ANCHORS: A. IF INFO r BY. WOOD BUCKS 3/16' DIA. TAPCONS WITH 1 -3/8" MIN. PENETRATION INTO WOOD B. IF INTO 1" BY WOOD BUCKS OR INTO MASONRY 3/16' D1A_ TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY 1/4' SHIN NAX, VDOD BUCKS NOT BY YALE OGRON 14157 SUSTAIN 11PDSED LOADS °- TYPICAL ANCHORS SEE ELEV. FOR SPACING thoaucrTlwlsta . e+Lrl.sq cM 1 Bad* hods p�n.l II1by MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA New Age Windows & Door Corporation 7196 N. W. 77 Terr Medley, F133166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HRW -300 Aluminum Horizontal Sliding Glass Window APPROVAL DOCUMENT: Drawing No. W99 -80, titled "HRW300 Horiz Rolling Window ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11 -30 -99 and last revised on Sep 24, 2003, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 00- 0519.02 consists of this page 1 and evidence.page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 S Z 1136 NOA No 03-0814.01 Expiration Date: December 14, 2008 Approval Date: November 06, 2003 Page 1 New Age Windows & Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 00 0519.02) 2. Drawing No. W99 -80, titled "HRW300 Itotiz. Rolling Window", sheets 1 through 4 of 4, prepared Al Farooq Corporation; dated 11 -30 -99 and last revised on Sep 24, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: Sheets 1 and 2 have been revised with the addition of tempered glazing option) B. TESTS (Submitted under NOA 00 0519.02) 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s) FTL -2409 (99076), FTL —2412 (99079) and FTL -2413 (99077), all dated November 17, 1999, witnessed by Jose D. Mitrani, P.E. and Aldo P. Gonzales, P.E. , signed and sealed by Aldo P. Gonzales, P. E C. CALCULATIONS 1. Comparative analysis and glazing calculation, prepared by Al- Farooq Corporation, dated 07- 31 -03, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Comparative analysis and structural analysis, prepared by Al- Farooq Corporation, dated 03 -20 -00 and revised on 11- 16 -00, signed and sealed by Dr. Humayoun Farooq, P. E. (Submitted under NOA 00 0519.02) D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (Submitted under NOA 00 1. Statement letter of conformance, dated 05- 10 -00, signed & sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 05- 10 -00, signed by Dr. Humayoun Farooq, P.E. 3. Statement letter of compliance dated 02 -02 -00 issued by Fenestration testing laboratory, signed and sealed by Aldo P. Gonzales P. E. F. OTHER 1. This NOA renews and revises NOM 00- 0519.02 expiring December 24, 2003. • Ishaq L Chanda, P.E. Product Control Examiner NOA No 03-0814.01 Expiration Date: December 24, 2008 Approval Date: November 06, 2003 E -1 DESIGN CAPACITY - PSI? (XO OR OX SIZES) WINDOW DIMS. NO. OF ANC HORS AT HEAD NO. OF ANCHORS AT SILL, DSB -ANN. GLASS 3/18" -ANN. GLASS 3/16" -TEMP. GLASS WIDTH HEIGHT EXT.(+) INT.( -) EXT.( +) INT. -) ( EXT.( +) INT.( -) 26 -1/2' 37' 53 -1/8" 74" 26" 3 3 54.0 66.7 52.6 121.4 52.6 121.4 4 3 54.0 66.7 52.6 121.4 52.6 121.4 6 4 54.0 66.7 52.6 121.4 52.6 121.4 7 5 51.0 51.0 52.6 90.1 52.6 120.5 26 -1/2' 37 53 -1/8" 74' 38 -3/8' 3 3 54.0 68.7 52.6 97.7 52.6 97.7 4 3 54.0 81.0 52.6 93.3 52.6 93.3 6 4 51.6 51.6 52.6 83.9 52.6 97.5 7 5 X X 52.6 64.0 52.6 81.6 26 -1/2" 37' 53 -1 /8" 74' 50 -5/8' 3 3 54.0 66.7 52.6 74.1 52.6 74.1 4 3 47.8 47.6 52.6 70.7 52.6 70.7 6 4 36.6 38.6 52.8 62.5 52.6 73.9 7 5 X X 49.7 : 49.7 52.8 61.9 37' 53 -1 /8' 74" 63" 4 3 X X 52.8 56.8 52.8 56.8 6 4 X X 49.0 49.0 52.6 59.4 7 5 X X 38.2 38.2 50.9 49.7 24" 36" 48" 80' 72' 24' 3 3 54.0 68.7 52.6 • 121.4 52.6 121.4 4 3 54.0 68.7 52.6 121.4 52.6 121.4 5 3 54.0 88.7 52.6 121.4 52.6 121.4 7 4 54.0 68.7 52.6 .121.4 52.6 121.4 7 5 54.0 55.3 52.6 102.8 52.6 121.4 24" 36" 48" 60" . 72' 36" 3 3 54.0 68.7 52.6 115.0 52.6 115.0 4 3 54.0 86.7 52.6 102.2 52.6 102.2 5 3 54.0 55.6 52.6 95.8 52.6 95.8 7 4 49.6 49.6 52.6 79.7 52.6 102.9 7 5 43.6 43.6 52.8 68.9 52.6 89.4 24" 38" 48' 60" 72" 48" 3 3 54.0 68.7 52.8 86.3 52.8 86.3 4 3 52.3 52.3 52.6 76.7 52.6 78.7 5 3 37.2 37.2 52.6 71.9 52.6 71.9 7 4 X X 52.6 59.2 52.8 77.2 7 5 X X 52.6 53.0 52.6 67.1 38" 48" 80" 72" 60" 4 3 45.2 45.2 52.6 61.3 52.8 61.3 5 3 X X 52.6 57.5 52.8 57.5 7 4 X X 44.7 44.7 52.6 61.6 7 5 X X 41.0 41.0 52.6 53.7 NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCRY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE' AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FALSE NUNTINS SURFACE APPLIED 6 1/2" MAX. IYP. DPTIDNAL HEAD /SILL CORNERS PR RFJIIEWP.D w Ik ate FMtds Acayoan,hyo3- o6ly Espbsdeb o:t DVra".eeg2Y e A i / TYPICAL ELEVATION TESTED UNIT 214 LDS FOR XO OR OX SIZES VENT AND FIXED GLASS TO BE EOUAL WIDTHS APPROVED CONFIGURATION$ WINDOWS TO BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS • Env.. DR. HUMAYOUN raar S1RIX:TUREs M PE i 16357 C.A.N. , X738 1 SEP 2 4 2003 12' MAX. 0 0 0 0 U 8 O " E 8 a mad 5 / 0 drawing no. W99 -80 U (shoat 1 of 4 ) 1 I I -4-4.- I r 11 1 1 /., 4 -__= -� . == - ,,,,4<^r 3/A '''111111 '0 ANN., OR - - 1I i i i1 l _ NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCRY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE' AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FALSE NUNTINS SURFACE APPLIED 6 1/2" MAX. IYP. DPTIDNAL HEAD /SILL CORNERS PR RFJIIEWP.D w Ik ate FMtds Acayoan,hyo3- o6ly Espbsdeb o:t DVra".eeg2Y e A i / TYPICAL ELEVATION TESTED UNIT 214 LDS FOR XO OR OX SIZES VENT AND FIXED GLASS TO BE EOUAL WIDTHS APPROVED CONFIGURATION$ WINDOWS TO BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS • Env.. DR. HUMAYOUN raar S1RIX:TUREs M PE i 16357 C.A.N. , X738 1 SEP 2 4 2003 12' MAX. 0 0 0 0 U 8 O " E 8 a mad 5 / 0 drawing no. W99 -80 U (shoat 1 of 4 ) WI _ TYPICAL ANCHORS SEE ELEV. • 18Y DR 28Y — WOOD BUCKS c4 i! ii z ii II 0 E" li I d w TYPICAL ANCHORS SEE ELEV. FUR SPACING WOOD BUCKS NOT BY NEW AGE WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING 3/15" TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. WEEPHOLES; W1 1° X 1/4" WEEPHOLES AT 5" FROM EACH END OF FRAME W2 • 1/4" DIA. WEEPHOLES AT B" FROM ENDS & 20" O.C. MAX. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE SILICONE SEALANT BY MACKLANBURG - DUNCAN. IBY OR 2BY —' WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 4. ROLL FORMED ALUM GLAZING BEAD GLA7INC' DFTA DS8 ANN. GLASS OR 3/18' MN. GLASS OR 3/18" TEMP. GLASS SEE DESIGN LARD TABLES SHEET 1 ADHESIVE BEDDING COMPOUND GENERAL PURPOSE SILICONE SEALANT BY MACKLNIBURC- DUNCAN Env: DR. HUMAYOUN FAR00o STRUCTURES FLA PE / 17557 CAN. 3537 SEP 2 4 2003 PRODY(T RENEWED vs sCod Nd CBs Avoids Acm$aste 0.03-0$!4.0/ E spIrsdols 7Z#LRG , z c 6 a 4 8 2u 0 i . d rawing no. W99 -80 (sheet 2 o 4 ) ITEM PART t - QUANTITY QUANTITY DESCRIPTION MATERUL IMANP. /SUPPLIES /REMARKS 1 4386 1 FRAME HEAD 6083 -T5 - 2 NAS -101 1 FRAME 5KL 8083 -T8 - 3 4333 2 FRAME JAMB 6063 -T5 - 4 4331 1/ VENT FIXED RAIL 6063 -T8 - 6 3756 1/ VENT VENT MEETING RAIL 8063 -T5 - 6 - 2/ VENT TOP AND BOTTOM RAIL 6063 -T5 - 7 43907 1/ VENT JAMB STILE . 6063 -T6 - 8 089 AS REOD. GLAZING BEAD ALUMINUM ROLL FORMED 9 - AS REOD. FRAME ASSEMBLY SCREWS - / 10 X 1" PA. PHILIPS SW 10 - 2 FIX. RAIL SILL SCREWS (51LL END) - / 10 X 2 -1/2' P.H. PHILIPS SMS 11 - AS REOD. VENT IAMB RAE. W'STRIPPING VINYL 1/4" DM. BULB 12 W -3331 AS REOD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 13 - AS REOD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 14 - AS REOD. FIN SEAL WEATHERSTRIPPING - - 15 FLAW-45 I/ WEEP BAFFLE NYLON - 16 - 2/ CORNER VENT ASSEMBLY SCREWS - / 8 X 3/4' P.H. PHIUJP9 SIAS 17 - - ADHESNE BACK CLOSED CELL FOAM - 1/2" X 8/B" X 2- 3/18" LONG 16 NAW -48 2/ VENT VENT ROLLER HOUSING & GUIOE NYLON AT EACH END 10 1801 2/ VENT VENT ROLLER/WHEEL ST. STEE1 - 20 4332 1 SILL TRACK INSERT 6083 -75 - 21 44300 2/ VENT VENT LATCH 6083 -T6 AT 12' FROM ENDS 22 SP -27A 1/ LATCH VENT LATCH SPRING ST. STEEL. - 180 OR 2BY WOOD BUCK SPRING LOADED LATCHES ONE AT 10" FROM BOTTOM ONE AT 49 -1/2' MAX. FROM 90TT0M VENT WIDTH -- SCREENS OPT IN FRAME SILL BELOW FIXED RAIL EXTERIOR WINDOW WIDTH X() LAYOUT OX OPPOSITE SWEEP LATCH AT MIDSPAN (OPTIONAL TO SPRING LOADED LATCH) 1/4" SHIM 11110: D.1.0. • a • •TYPICAL ANCI0RS SEE ELEV. Er1971 DR. HUMATOUN ' FAR000 STRUCTURES IRA PE / 18357 CA.N. 3638 SEP 2 4 2003 PRODUCT RENEWED 4XrPbhE midi the P14498 heceptaswe he, oo�� -ORfY. Mrsi Elbidoe z2 O° 0 c -: O 10 n 8 c /QPm 61 Oa m 6 " HA 0 94 X 0 drawing no. W99 -80 (sheet 3 of 4 FRAME HEAD 1.125 FRAME SILL SILL TRACK .062 213 T 062 2.105 i 7500 1.301 1_1.531 FRAME JAMB r 1.039 1 687 212 L VENT TOP /BOTTOM RAIL VENT LATCH 1.874 .406 F- -1.137 -41 JAMB STILE �62 44 TYP. L124 1. 625 --y 74. 093 812 6 T TYP, 1187 -+ MEETING RAIL r 1.250 062 TYP. 4�9 ` 2003 --i� FIXED MTG. RAIL VENT TOP / ROTTOM CORNFRS FIXFD MT(➢. RAIL CORNFR FRAME TOP CORNFR FRAME BOTTOM CORNER • E 6n OR. MUMAYOUN FAROE* STRUCTURES FLA. PC / 16557 C.A.N. 3538 SEP 2 4 2003 Ilkopecr • twat* w146 O Weida elligusetrat itptsake N ObWao $6 & E GI 0 1 drawing no. W99 -80 (sheet 4of 4 ) 7210 S.W. 126th. COURT, MIAMI, FLORIDA 331'83 ANIANO J. GARCIA, PLSM. PH. (305) 856 -4566 & (305) 595 -2824 LAND SURVEYOR & PLANNER FAX. (305) 856 -4699 & (305) 595 -1454 D 1- PROPERTY ADDRESS: 141 N.W. 99th. STREET, MIAMI SHORES, FLORIDA 33150 LEGAL DESCRIPTION: LOT 12 AND WEST 1/2 OF LOT 11, BLOCK 5, OF "GOLD CREST ", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 21, AT PAGE 56, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. F.I.R. 01/2" 0.80'ENCR. PLAT uurrs—\ j 1 -0.15' �1 • o j 0.60' e - 1 R 44 4 r 4 n RESIDENCE � # 141 ♦�.� i dt 1 , fie 14 — 10.09' F.I.R 01/2 LOT 1 BLOCK 5 75.00' 9 �O+ N LOT 12 i" .BLOCK t- STEPS Z O U � 0 75 '0' (60' TOTAL R/W AS PER PLAT) LOT 2 BLOCK 5 TREE i/ AT PROPERTY p0 CORNER ..'y / /- 11 -1/- �LOT� LINE ' • 16' ASPHALT PAVEMENT e N.W. 99th. STREET 25' W 1/2 OF LOT 11 BLOCK 5 0111110110 4 . n N F.N. 1.10' CL 1 -1.25' CL 9.84' TLC � )1 0 X 1.50' f 1-1.20' INCR. 9.79' 89'47 F.I.R. 01/2" RECORD SURVEY SCALE 1 "= 20' 13 VA°44d idtf E 1/2 OF LOT 11 BLOCK 5 Zonin Appro 235.42' 9 F.R. 03/4" (B /C) LEGAL NOTES THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTION PROVIDED BY CLIENT. THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS AND /OR UNDERGROUND IMPROVEMENTS OF ANY NATURE. IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN, ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. DE IJY SUPERVISION 1 WiW� ECHNICAL _ AND I :. •I P'. URVEYORS AND MAPPERS IN CHAPTER 61017 -6, ORIDA ADMINISTRATIVE CODE, PURSUANT TO S ON 472.027, FLORIDA STATUTES. ANIA GARCIA P.L.S.M 5 NOT VALID WITHOUT_AEZICIl!T11RtA11TTRE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ORDER NO. 05 -0747 LEGEND AND ABBREVIATIONS A • ARC DISTANCE. CH - CHORD DISTANCE. A/C • NR CONDITIONER PAD. CH. B. • CHORD BEARING. A.E. • ANCHOR EASEMENT. CL. • CLEAR. ASPH. • ASPHALT. C/L OR C • CENTER LINE. B/C • BLOCK CORNER. C.L.F. • CHAIN LINK FENCE. BLDG. • BUILDING. C.M.E. • CANAL MAINTENANCE B.M. ■ BENCH MARK. EASEMENT. B.O.B. • BASIS OF BEARINGS, CONC. - CONCRETE: C m CURVE. C.P. • CONCRETE POST. (C) • CALCULATED DIMENSION. C.S. ■ CONCRETE SLAB. C.B. - CATCH BASIN. D.E. • DRAINAGE EASEMENT. C.B.S. • CONCAVE BLOCK STRUCTURE.' • DEGREES. C.B.S.W • CONCRETE BLOCK WALL. D.M.E. - DRAINAGE & o - CENTRAL ANGLE. MAINTENANCE EASEMENT. ® - PROPOSED ELEVATION. X 0.00 • EXISTING ELEVATION DIST. - DISTANCE. IN. & OR. - DRIVE. DR. W. • DRNE WAY, L.B. • E - EAST. L.F.E. ELEV. - ELEVATION. L.M.E. ENCR. • ENCROACHED. LN. - E.T.P. • ELECTRIC TRANSFORMER L.P. - F.D.H. • FOUND DRILL HOLE (M) - F.F.E. - FINISHED FLOOR ELEVATION.' EG. E. - INGRESS & EGRESS EASEMENT. UCENSED BUSINESS. • LOWEST FLOOR ELEVATION. • LAKE MAINTENANCE EASEMENT. LANE. UGHT POLE. MEASURED DIMENSION. MINUTES. F.H. • FIRE HYDRANT. M/L OR IB • MONUMENT LINE. F.I.P. - FOUND IRON PIPE. MON. - MONUMENT. F.I.F. - FOUND IRON ROD. N ■ NORTH. F.N. • FOUNO NAIL. NA.P.0 - NOT A PART OF. FT. - FEET. f/-,y' • W000 FENCE, X--)E ■ CHAIN LINK FENCE. ® • C.B.S WALL. N.G.V.O. - NATIONAL GEODETIC PL. - PLANTER OR PLACE. R ■ RADIUS. S.I.P. • SET IRON PIPE VERTICAL DATUM. P/L - PROPERTY UNE. (0) • RECORDED DIMENSION. WITH CAP P.L.S 5105 N.T.S. - NOT TO SCALE. P15 • PROFESSION. LAND SURVEYOR. RAD. • RADIAL. S.P. • SCREENED PORCH. N0. OR 6 - NUMBER. P.LSM • PROITESSIONN. LAND RD. - ROAD. 5T. ■ STREET. 0.E. • OVERHEAD UTILITY LINES. SWNEYOT h MAPPER RES. - RESIDENCE. STY. - STORY. 0.H. - OVER HANG. P.0.0. • POINT OF BEGINNING. RGE. • RANGE. S.W.K. • SIDE WALK. 0/S ■ OFF SET. P.O.C. • POINT OF COMMENCEMENT. R.L.S. - REGISTERED LINO T • TANGENT. O.R.B. - OFFICIAL RECORD BOOK. P.R.C. ■ POINT OF REVERSE CURVE. SURVEYOR. NNS. - TOWNSHIP. PB. - PLAT BOOK. P.R.M. • PERMANENT REFERENCE R.P. . RADIUS POINT. U.E. • UTILITY EASEMENT. P.C. -POINT OF CURVATURE. MONUMENT. R.R. RAIL ROAD. P.C.C. - POINT OF COMPOUND PROP. COR. • PROPERTY CORNER. R/W - RIGHT OF WAY CURVE. P.T. . POINT OF TANGENCY. S • SOUTH. PAT. • PAVEMENT. " • SECONDS. PG. - PAGE. PAT. - PARK -WAY. SEC. ■ SECTION. P.C.P. - PERMANENT CONTROL POINT. U.P. • UTILITY POLE. UN. • UTITl1TY. W • WEST. W.F. • WOOD FENCE. W.M. - WATER METER. W.V. -WATER VALVE. BASED ON' THE - FLOOD ipSURA NCE RATC W.P 01 THE FTTDFR4! ENrR0FNCY AGFNC DATE OF F1EL REVISED ON 07 -17 -95 THE HEREIN DESCRIBED PROPERTY IS SiTUAIE ViiIHIN: REVISED ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NUMBER 120652 REVISE ON PANEL NUMBER 0090 SUFFIX J HIS ' RTIFIES THAT THIS SURVEY OF THE PROPERTY K 04 -22 -2005 CERTIFIED TO: BARB RA TO_R +,ut. rl!TIFRRF7 _Ei AU 0 9 2095 (, 04 • M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Services Corp. 7450 NW 41' Street Miami, FL 33166 SCOPE: zak, \\ MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 %VEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ITECIEnngl APR 1 0 2006 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the A1-IJ (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 AI -IJ niay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of thc applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of thc Florida Building Code. DESCRIPTION: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. \V97 -I 1, titled "Gopi Picture Windows ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 06 -24 -97 with revision 13 dated 06/07/02, signed and scaled by Flumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the applicablc'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 he 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 thc request of thc Building Official. This NOA revises and renews NOA # 99- 0629.01 and, consists. of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, 1'.E. NOA No 02- 0613.01 Expiration Date: September 2007 Approval Date: September 26, 2002 Page 1 1WA 1 • • • • :: •• ••: •....•... •.:.• • ! • < • • • • S • • • is ••• • • • • ••• • • • • • •- • zoN!IO S m cO P1_IMI ITW #I:.L Ff of f J L STA Avocoomy RULES AND HEGUI.ATIO(9 • • • • • • •....•. :. s • • • • •• • . ••• • • • • • • • • • • • •....•.•.• • • • • •• • • • • '.• • • • • • • •...: •...4•.• • • { • •: 0 • •• • • • • • ••• • • • • • • • ••• • . • • • ' •. • • - • • ••• • • • ...• • • • • • • • • • Miami Shores Building Department F Product Approval Schedule / Comparison Chart Address: /// 1 / 5 ?Permit No.�i ' / yid Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF 02-5 ( +) PSF ( -) PSF 5310(c --iii y E_ j . N O ' et Zontat w(ndou 03--OZ i LI .• O I 52-4, "' L 14 DoLolio t 630) O3 - of: 14.. 1 92, LP (4..O 7 e 1/g eS NO N0 ° Rori rital ww,C) LZ 03 -- Ot 14.01 52.0 go. rl . -. r1 x 5e.)sI E N c:.v N (D "I Horizcrni W1rdeL0 0 3- 6gILI- ,0I 57 ' i4° 121•L4 — 59x 241) r NO hsC) korizchi r ou) o3 og14.o1 % Q3,3 33x3£S V ' NO (VcD I S'Ingie i-6.9 2 -0t01, 02- k:0.0 1 .0 -- tc1 K214 \)1C-:3 NO N 0 i.kottzcntal wit 03- Ogia.ol 52.C' 1`21. — 2.140 ix 24p -• t , \/ NO 0 N d N f.J Ctv r e wit L u) J -OLD ' . 1? 1.3 (:.do. -- ,1 • - u • _Jr - • --O 0.0 . ,Q 0 ,,•,° -- an x GO . f ND �� • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. _�. � _ DESCRIPTION :,0.029" (min) Galvanized :Steel.StormPit els_Shntter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 4141 41 41.. . 41 4141 INSPECTION: A copy of this entire NOIg shall pro h user by the manufacturer or its distributors and shall be available for inspection at the jd11 site at the:rej(u :st otthe$uilding Official. •• ••• •• • • • •• This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed bN Helnny A. N3kar, 1�.E. r • • • • • • • • • • • .. • • .. • • • ... • ... • • • • 041 • • • • • • • • • • • • • ... • • • • • • • • • • • • • • 0 00 • • • 00 00 000 • • • 000 • • NOA No02- 1120.02' Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 1317' moLL 407 a 5.5. STUD 1315. � (- GGLV4NIZED f 13,5' r --I{ -1 1317' I �- 1 1151' -ITBI'� F- 1 1,81' -- 14.438' PANEL LENGTH STOFM.PAINE 1_ 0150• T 6Y 9 n 1 �D5 J I IS00 TYP' -V ndx STUDD£D'4FGLE OBUILDOUT /CLOSURE ANGLE • •• • • • • • - 22.500• PANEL COVERAGE 0325' TYP. t 200' MINA 50'00' MN( • ••• • •• • • GENERAL 1110,T€S: ••• • • •. •r•' JTTER 5Y5TE!• I.1•• EEN DE51GN8 AND • 1E•TED AS A LARGE 21551LE IMPACT PROTECT�'E Y5TEn N ACCS�RRDDANCE WITH THE FLOOWr�1D4 BUILDING C �7 1 AND 145 201 FOR LA7'CE 19I551LE MP.A 1 T 82• alkditd11/49 LOADING • • • • • • • • UNIFORT'1 STATIC AR PI SSURE AND TA5 703 FOR • •7•* us/CREASE STRE • .10 14 •SEC I• CH THE DESIGN OF T4E ANO0 SPACING -43� . • 3° PalfrvE AND NE MAIN``E DES& INN SSI LLI •SE USED WITH THESE DR5 5II•LL %E DETERMINED 158 • e1HER5 ON11 JO0- 5PEC11tk B4 •N ACCORD42ttC• •T• THE t•42•111b•CODE. U.NEN ASCE 1 -98 15 USED TO CALCULATE ir8555RE5iOR USE W04 TNIS PRODUCT. T41 *Stif j • • DIRECTIONA d LITY FACTOR K .055 15 ALLOWED. • • !A. I„ 51 • NT1ER 51 Dy AL D 4ERENIT3t2, •RQ• �JJOE5 NOT PROVI INb01APON FOR d SPECFIC SITE. IF 517E CCN0111O145 DE•t•EITIFRC•1 T4E CONDITIONS • • D•I4ILED HEREIN A LCENSED ENGINEER OR 41EGIV80!Ca •1•0111E•TE8ALL PREP!1/1108 •SPECIFIC DOCVENTS TS BE USED IN CONJUNCTIG•I WT41141•.,DOCU1EN1. 5. PERMIT HOLDER 54 L • RIFY THE 4DEDU4CY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. 5(0121 PANELS SHALL BE 23ge STEEL (GALVANIZED THICKNE55 4.0075 MINT CONFORMING TO 45111 A653, 5TRICTURAL =ALIT T. GRADE 50. G4LV. COATING WITH 4 1N. F.J.570 K.N. ALL 801005ION5 SHALL BE 6063 -16 4LU 1401 ALLOY. UNO. 1. PANELS SHALL BE PERMANENTLY LABELED WITH 4 1NFILIP 6 ONE PARKING PER PANEL AS FOLLOWS: FLORIDA 5TDR1 PANELS. INC OP4 -LOCK. FLORIDA n142-II -D4DE CO.NTY PROD CONTROL APPROVED 0. 510 1 PANELS HAVE BEEN DESIGNED 47777 TESTED TO THE 194)10511 SPANS AND LOADS 530 ON 11-ESE DRAWINGS REFERENCE CON5TRICTICN TESTING CORPORATION (OTC), OF 111011, FL. TEST REPORT No. 07.041. 10. TOP • 9011011 DETAILS 5 1941' BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAT BE MOUNTED HORIZONTALLY UMERE APPLICANLE EXCEPT FOR 110 NTM01 CONDITIONS INCLUDING 'H' OR If HEADERS IL ALL BOLTS 2 0454ER5 SHALL BE ZINC COATED. G4LV4757ED OR 51•185E55 STEEL WITH A PNMUH TENSILE STRENGTH OF 60 <51. r ROLL O D, y 1317 100• 1 TTP T- - h • 00516' '115'61 n I - 050 GALV STEEL. 1 0' GRADE Sm) - ,00.r-m. 1 01;:8-:11, ' 1 4000'-4x. 086 � 7043' r -IBIS' 1 IZOO P. O 0062' ®J -PAN CLOSURE A A 0093 0015 0015' 'N 0063 063 1- 1931' - 13 TOP •w TRACK '4 -20 55. SIDEWALK OR MACHINE 5011 4)434ERED WNG•NT • 2A• OG. TT P. ID G4. GALV. STEEL 5ENT PLATE (00410• 071 THc2 0R 2'4'.05• 6061 ADS,. ANGLE BUILD -OUT DISTANCE ExI51NG CONCRETE. HOLLOW BLOC' OR WOOD FRAYING. - r--2062 0067' 0067 TTP 0750' L L,BF i T J A • n x S CORNER CLOSURE DETAIL ® WASHERED WINGONUT AC J ALLOY) 0.093' 100 1 - -II- 0093• O 001TOn •4' TRACK 4LU1. ANGLE ® OR J CLO5URE PIECE Q• SEE DETAILS 4B0VE). LEG D1RECr10N MAT BE IEVER5ED FASTENER • B• O.C. FOR DESIGN LOADS LESS 13140 OR 80441. TO .16•2 25E! 41NC40R ` +IEDUIE FOR 'T ACCEI•T4BLE 4NC4OR). FOR DEVON LOADS GREATER •440 0117.2. USE 4L11'1 470.1LE CLOS•'RE PIECE ONLY WIT 4NC4010 • 10' OC BUILD -OJT 710WT CLOSURE DETAIL N T.S, f 7 000' I r714[ 4 11.50 V HEADER 1000 t • 0015• MN. II KEYHOLE WASHER 4•16 0•7104,. wecuovED 061' 5313' -�•1 0.093, 0063' 0063' -1531. 3' T�- 1.935' • -T i 1� � 0.175' i ! 0063' 0063' OVERLAP WALL BE 11:620 INNDOW 0(514NCE GREATER THAN OR E0TAL TO 1.5 10185 BUILD -OJT DISTANCE (2001 IBC SECT. 7413132 0063' 0308' -1 0715' FT ��••• 33T S• 194x. 0191• 0{57' ill 0315'- 1 0315 - 0.159' f rD6S5' 11 1 . - J I' I k, r I I r T � � a� '. 0 .370' I((I m {i0'J] � �00.35 0650' F- TT P. IS TOP v' TRACK ®BUILD -OUT 4• TRACK EXIST, CONC. HOLLOW BLOCK OR 6000 FR4nNG. /075' \� 19 4x. -0150• 0063' TYP 0' 108CK 4000' 1000' 1000' �L 5 • 1.. HEADER 4P ,',GAL [ 0125. A0003' -1 2 I 0.093' -IIl- IT-1 5.313' 0 293• 16 00,1019 v' TRACK E.15TK. CONCRETE. 1201LOW 1L00K OR WOOD FRAMING O WALL (100NT CLOSURE DETAIL N.TS. ALV1. ANGLE ® OR J.P8N CLOSU PIE00 (5EE DETAILS 40008) LEG DIRECTION 1141' ISE REVERSED. /50 OvERLAF SJ / MNPRE'1 UU/ 1-F • B' OG FOR DE5KN LO4D5 LE55 ASTENER 14140 oR EC)4L TO 01101 (SEE ANCHOR SC4EDLLE FOR ANY ACCEPTABLE 10 ANCHOR). FOR 015 LOAD5 GRE4(ER Er.„ PIECE ONLY 22114 4•0)312 • p' pc. \ iR?P MOUNT CLOSURE DETAIL TS. ra• Nowt 45 RECD, P. •ECTpNS 01 MTN 45 RECD J O N' PIC4(. POUR ELEVATION TOP r'O4.Frt rTPE d RECTO) corral. •PE AS RECTO. LAD. PANEL OOSTRICTOTI �' 0PT1 42 FASTENED T 0 BOLTS WTw W • FiED RI ERL4P5 • 211 115E EPR41E W TABLET ATE AN rAB El 8142 YEW /L MAX GAP OK M i 1 DyTT. aT ( P108L memoir ELEVATION AROUND OBSTRUCTION EDG 01 T5 . PANEL OYERL•P DPrIW4l '4.20511C%460_1502lu To 540.51 ED 004.315 645:ENED • 04ER1.41F5 • NIDW8N (USE TIFTROPR141E WAN 14BLE1 Approved no complying mini Mc riming B L C dc 03 Mac NOM Miami Dade Product Control DI B7 JA FRANK L. 5ENN4300. PE. •E00•6SA5 U Z R5v152045 DF.,WELEL) _N � ` CORrT �GKED 5 -11 - Bl . t '+enNl t. lU f6i07 -- ■ DUC • O. -D6�1 SHEET: I OF G Positive Load (psi) Span Less Than: Separation (inches) at <= 30 Separation (inches) at > 3a 2.75" 1.22" 30 2.75" 1.94" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" btoto, so ma 2.75" 129" 40 2.75" 2.26" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0' 2.75" 1.36" 8'- 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8'- 1" 2.75" 2.44" 70 6'- 0" 2.75" 1.51" 7' - 6" 2.75 2.24 HOLLO ISOLOCK SCHEDULE T3 BASE• C 0E ( Ci SiR ypeE • • pr ors • •IA TEK SCREW OR k -20 54OUNE 5CrEw N KO • 16• OC. rTTP ALL 60'1. COY•ECTIONS RE00 SEPARATION FRC71 GLASS (REF. TABLE 12) o • • r • 075' aE� 00 I 0 • DIRECT.. MT AS SHOW C] COMFDn(T) TYPE REFERENCE ANOFOR .I I SCHEDULE T3 FOR I 5 PAX. WAGING 0500' • OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS AT READER OR 5I10 ea I nfer l • NE°O "A•5 DNS. (SEE TABLE n FOR NN • 242 Ex)5TING GLAZING. • ••••1 • Dc • • E•xR1 OCNCFEETE. • EM ED • • C C * ONN EC1Ka 'APE ANCHORS TO BE AT OS' OR 625' 0L y �1r H. • • ANC0R 5 0EOUL y FOB SPACING) USE j�Eff''bbJy( E ANO+ORTO EDGE DIST. EXISTING GLAZING 2 SEPARATION FROM GLASS (REF. TABLE T71 G3.GA0 47 REFEREN06 CE ANCHOR IL SCNEDE 13 FOR MAN. WACa+G SHORT LEG MAY BE REVERSED TOWARDS E OPENING a ER y �41 •• r i ll • 0 500 I • A •A -]0 X 1' S5. D] COwF •104 * PF • MAN. 5)7 REFERENCCE1p • i OS' 0L ��-_ ING 13 FOR MA •• •• •• ( • • • ..=41 -OUT 610.1 5�'jKQJ • • V 3 •• • •••• • • • • • • •• •••• fI•3t4N W CRETE. HOLLO •NE4l BL(JK OR WOOD TRANS. CC11•� 9TgIC oti $ SCFED. BASETUFF. D ��''1I•�te • • • • • • • O 0 u w HI 8x15770 CONCRETE. HOLL0U BLOOG OR WOOD FRNVN7. SEE O ANCHOR SED. BASED ON TYPE TRACK./DUCT STRUCTURE / ^ F HIN TRACTRACK./DUCT )N D 1 SECTION 1 , 20 • 4 ..' S5. MACE 5 SCREWS • 12 OL• REFERENCE �S REFERENCE 0 R 74 73 ma DULE SPA IN FOR 5P4CmY cis. TYPE REFERENCE ANCHOR SCHEDULE T3 FO max W 4CING 500' eo 0 +- - -• ExISTWG CONCRETE. EMBED � �.,, H0.LO1) BLOCK OR WOOD FR./MG. SEE ANCR.OR SCHED. BASED ON TYPE Of STRUCTURE O WALL moL•47 SECTION EMBED REQ'D SEPARATION FROM GLASS TREF. TABLE TV . -20 . "..' S.S. MACHINE SCREWS • 12.5' OC. LEG DIR MAT BE REVERS ' NOWT SECTION 50157K. CONCRETE HOLLOU BLOCK OR 54000 FRAMING. 5EE ANCHOR SCIED BASED ON TYPE CF STRUCTIAE, G3 Fci E REFERENCE NCE A7401NCHO0 R SCHEDULE T3 FOR WAGING 0250' L 25 1 .-20 X ) 4' 55 MACHINE. SCREW N4 GINGKO •25' oc. cl 5 RE _ REF ENCE ANCHOR SCHEDULE 73 FOR MAx SPACNG dm ow `e1 MAXIMUM ALLOWABLE f T� SPAN SCHEDULE Load W (psi) No Stitch Bolts Lbw (ft) Stitch Bolts At Midspan L. (ft) 25 30 35 39 40 45 49 50 55 58 60 65 70 72 75 80 90 100 110 120 130 10. 7' 1a 10 - 9 -9" 9 - 8" 9. 4" 6. 11' 8'. 10' 6 -5" 6 -2" 6 -1" T -9" T -8" T -4" T - 2" 6 -9' 6 -0" 5 -4' 4'. 10" 4'- 6" 4'. 1" t o - 7" 10' - 5" 10 - 0" 6 - 8" 9- 5" 9 - 3" 9 -2' 6. 11" 6 - 10" 6 - 9" 6 - 3" T -8" T - 6" 7' -2" 6' -9" 6'- 0' S -4" 4'- 10" 4'- 6" 4 ' - 1 " SPAN SCHEDULE NOTES: 1 ENTER SPAN SCHEDULE 88114 NEGATIVE DE50N LOAD TO DETERMINE M4Xa-AYt ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH P05471vE LOADS LESS THAN OR EO)A1 TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERUI5E USE NEXT HIGHER LOAD. EXISTS. GL4770 Ex151ING a00D TRU55E5 • 74• DC. M4x. REO'D 6EPAR4740N FROM GLASS /REF. TABLE 02) TR.55 MOUNT SECTION EXISTING CONCRETE. HOLLOW SLOCK OR 6000 5 7M 1 1N i SEE ANCHOR 50HED. BASED CN "YI•E 0 5TRUCIVRE. j;Sj: Asir nomomili, II ' GLAZING 0FF5E1 WALL 1 500740: MINIMUM SE= TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DES)GN LOAD TO DETERMINE MINIMIlt ALLOWABLE 5TOrd1 PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR 550 WTH POSITIVE LOADS ONLY 2. INTERPOLATION BETWEEN LOADS K5 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. Ex1ER)OR WALL FINISH - STEEL TUBE TO BOTT01 743155 O.ORDS W) (31 •.'.2' EMBED LAG SCREACH S • EACH 743155 ]4 OC MAx) 4', MIN STEEL TUBE J' HEADER TO ROLLED STEEL TUBE W) CENTER LAG (A5 DESCRIBED ABOVE) • TRUS5E5 N 14 511.5 TO PLATE • 6• OC. BETWEEN TRUSSES \ I•a• • 8' -0' (MAO SPAN) 714x DESIGN LOAD • 760 p•T ,--.411141 OR GAL./ STEEL SPACER AS RECTO. EXTERIOR WALL FIN15, PROTRUDING FR08 MOUNTING SURFACE ANCHORS TO BE 48 75' OR 625 0.C. /REFERENCE ANCHOR 5CHEULE T3 FOR MAx. SPACING) USE REM0v4BLE ANCHORS ONLY _ • 1 REv151ONS J2EACERT_T1DN ____2? - Ado vuel. KALE 3' ' - Dnav'3rs, z! R• 4- Dwa SHEET: 2 OF 4 ✓ EXISTING CONCRETE IIOLLOU BLOCK 4RXiJ • F RNING OR . 50E EipSED OF STRC • • PENETRATION OR EMBED. REOD GLASS SEP. DIST. (SEE TABLE 12 FOR 017410IM) 54.404 Ex/STING GLAZING • • • 0 WALL M T OUNT SECTION Max. 5.4010 �. • • • • • • • • •••• • EXISTING GLA2IG • •••• •• • •••• E0ISTNG•ONCFSOTE LOW 5151-0% 0 • ED. OR FjAM P ANCHOR SOLED. 11.0 BASED IN . I � OF 5T161CTU�.• • • • • • • • • • • ] f ••• ••• • . . : 1365• • • 26 COON TYPE REF. ANCHOR SC1ED FOR MAX SPACING Cl CGNN Ty REF, ANCHOR 5CNE C T • FOR MAX SPACING O 4MEAADD T RILL elCWT SECTION oN a`GLE OTL Ex15TING CONCRETE 401.1.011 BLOCK OR 4000 FRAMING . SEE C40R 5C4ED. BASED ON TYPE OF STRICTURE GS COF0FCTIONSTPE REFERENCE ANCHOR SCE DILE TA FOR SPACING 0500' • • C6 • r M�4DR FOR • LfdIV• BE BENT TO 30069 MAO • • • 1 • LEG MAY BE BENT TO 30doo MAX EDGE DIST. Ex15T6G GLAZING OPTIONAL flOUNT INSTALLATION DETAILS- Ex15TNG CONCRETE uOLLOW 9LOCK OR ILOOD FRAMING. SEE ANCHOR 5C<ED. BASED 04 TPE O 540404UR:. O CEILING/FLOOR MOUNT SECTION REO'D GLASS SEP. DIST. I ' (SEE TABLE T7 EXISTING I y GLd:vG FOR MINIMI ,_ L EXISTING CONCRETE. 401.1.04 BLOCK OR11000 FRAMING SEE ANCHOR BASED OR TYPE OF STRUCTURE PENETRATION OR EMBED. (1 DIRECT WALL MOUNT SECTION over allan over DIRECT RACE Mato Cl CONFCTION TLEE I ARO40R 50EpULE T. FOR MAX 5R ACING Ex15TING CONCRETE. HOLLOW BLOCK OR SL JOD FRAMING SEE ANCH00 SC-ED. BASED ON TYPE O STRUCTURE. C5 0•44FCTION TY,n REFERENCE An4100 SC4EOULE 14 FOR MAX. SPACING 0500' CE C?!1EC 00 R ANCHOR SCHEDULE T• FOR Max SPACING FASTEN E4C■ 00.1EL ADJACENT TO LAST PANEL • BOTTOM W) 121 ELCO F'ANELMATES (I) POILER5 CALK -IN AL TERNATIVELT. USE 431 PANELM4TE5 AND NOTC4 BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNER 4NC40R5 CLIP LOCKS END PANEL FLU54 AGAINST TOP TRACK (II 4EADER END CAP • END W/ (2,'14 5M5 TO TRACK 0)545' 0 615' 1 L e� LJ I 0815' LTA_ 250 OPTION444 015 TIQ K.05 OP11 _ n. (3, I... ELCO PA0E1.MATES AT BOTTOM CF ADJACENT PANEL � TRACK 1501'70100 ADJACENT PANE1. TYP 125' r -- COVERAGE '.030' PERFORATIONS AT MIDSPAN FOR USE WT4 REMOVABLE 4ANDLE AND /OR PLASTIC KNOBS v'- YE ODE.0 • TOP. PER DETAIL 'P' S O DIRECT WALL 0.NT EXTERIOR 21.21.204110N E0A1I M n0TT0M DORM` WI i MgNT TOP '4' -TRACK OR TOP V' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT, OPTICN44. PLASTIC KNOB, TO EASE PANEL SLIDING (NON- 5TRUCTURAL, SEE DETAIL TO LEFT, 4.451 PA MOUNTED FR0.1 45510E OF 91.00 1TP ICAL ADJACENT OVE RLAP PANEL o (Il I'.2'w0092'w W.' ANGLE • END 42) ()) 'il5 TO TRACK 501101 'Y' TRACK OR BOTTOM V' TRACK (FASTEN TO STRUCTURE PER DETAILS M, N 'O TO LEFT - -- (21 I 4 -70 55. 1 1 -- STITCH BOLTS 1 P . - MAX 1 111, 1110/041 I TTPIGdL EACY 510E 6 OPTION D. 42, V'' ELCO 1 I LAS: PANEL - ,1 PANELMATES AT BOTTOM 1 14 M F iT PId% C dL ,% OF ADJACENT PANELS 1 OPT d 2'42' 114X 4.10:CY 11 4iJ 04 (N': -20 POWERS LAS. PANEL AROUND WINGNJT CALK -IN. CLOSEST TO LAS.' PANEL NO NOTCI1 2 SILL TRACK ISOMETRIC ISCMCIPI Tn).x.t). Approved as complying with the / F Io ri d.. n C bats. n1 2'� 2e 00 3 No f ? c • n 7 Mt I Dlide hodaet Coat Division 4 Z J OO — O LL U z W (J) D t!l ,Z wwm Q 0– S u- \L 01- Ow r,1 V z0 r ( '� Q 0 71 ■ 1 W w N v W IJ) REVISIONS SCRIPT IO PRO) -- DWG ' SG In SHE E T: 3 OF 4 r 'iOnais ISIX3 ANCHOR LOAD (psi) SPANS TO C1 UP 5.50 CONN TYPE (1 C4 SPANS TO C1 UP 8.67 CONN TYPE ft C4 SPANS TO C1 UP 10.67 CONN TYPE ft C4 C2 C3 C2 C3 C2 C3 p4.38 - psoo. - 1 1/4" x 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0' 16.0' 16.0" 12.5" 16.0' 11.9" 13.5" ELCO TAPCON' 49 12.5" 16.0" 16.0" 16.0" 12.5' 16.0" 11.6" 13 3" 12.5" 16.0' 8.4" 10.7" (MIN 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0" 125" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 4133.00 72 12.5" 16.0" 13,0" 14.3" 12.5" 15.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 114"x7/8" EMBED 130 12.5" 16.0" . 8.0' 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" .8.0" 10.3" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6' 12.1" ALL - POINTS SOUOSET 49 12.5" 16,0" 16.0" 16.0" 12.5" 16.0' 10.2" 11.8" 12.5" 16.0" 7.5" 9.5' LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0' 7.9" 9.9" 12.5' 16.0" 7.1" 9.2' Tcap (Ib) = 428 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0' 7.1" 9.2" 12.5" 16.0" 7.1" 9.2' Vcap (m) = 429 130 12.5" 16.0" 7,1" 9.2" 12.5" 16.0" 7,1" 9.2" 12.5" 160" 7.1" 9.2" 1/4" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0' 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0 12.5' 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0' 14.9" 16.0 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (lb). 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5 16.0" 6.2" 9,6" 12.5" 16.0" 62" 9.6" Vcap (Ib) = 56500 130 12.5' 16.0" 6.2" 9.6" 12.5" 16.0 6.2" 9.6" 12.5" 16.0" 6.7' 9,6" • • !0019 ONOIMOl1OH • • • 114" x 1 - 1/4" EMBED ; ELCO TA+CON • s • • • • Trap Pt/= 218,00 • • 39 • • 69 58 • • 1 12.5" 16.0" 16.0" 12.5' 47.7" 12.5" •6.011 8 7", 12.5" 1P2 5.91 15.8" 12.5" 10.5" 8.3" 12.5" 625" 625" 6.25" 15.5" 12.3" 10.4" 9.7" 7.8" 5.2" 4.0" 3.6" 9.9" 7.7" 6.5" 6.0" 12.5" 6.25" 625" 6.25" 12.6" 10.0" 9.7" 9.7" 5.4" 3.8" 3.6" 3.6" 7.9' 6.2" 6.0" 6.0" 1 Y c II p L 1 4 i = 39800 • 16.0' 1 e 6.25" 9.7' 3.6" 6.0" 6.25" 9,7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" It /4"s7/13 EMBED 9.2" 39 12.5 " ;16.% 16. i 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16,0' 8.8" 8.3" AIL POINTS SOUR - SET • 49 12.5" .1 6t76 4 ( 13.1" 12.5" 16.0 8.5' 8.2' 12.5" 16.0" 6.7 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0' 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 4 i t c$plitil= 358 • • 1 /2 12.5" 1S• 96• 8.8" 12.5' 15.9" 5.9' 6.4" 12.5" 15.9" 5.9" 6.4" ( ycapShI = 249 __130 55 11.5" 12.5" 11 - • 5.9" 6.4" 12.5" 15.9' 5. 9" 6.4" 12.5" 15.9" 5.9" 6.4" 1 /4'• 1 - 1/4' EMBED 8.8" 39 i 125" 16,, 14!0 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCOPANELMATE • • 496 12.5" 1608 ib9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9' • 4 • 51! 12.5" 8.2• 8.1" 6.25" 9.8" 3.8" 5.1" 6,25" 9.1" 3.4" 4.7" jVg41 "204.75 • 10.4" 7f 6.25" 1!..P' 5' 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (l " 233.50 • 130 6.25".%11 .1.41 4.7" 625" 9.1" 3.4" 4.7" 625" 9.1" 3.4" 4.7" EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 0 CONN TYPE C7 C8 SPANS UP T(" 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4' x 1.3/4 EMBED 39 16.0" 15.3" 13.6" 9,7" ELCOTAPC 45 16.0' 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 . 15.2" 10.8" 9.6" 6.9" Tcap (lb) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1 /4"x7 /8 39 16.0" 16,0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (lb) = 428 65 14.4' 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2' EMBED 39 16.0' 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (/0) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6 4" 4.6" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398.00 39 45 55 65 72 ' 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.7' 7.5" 5.2" 3.4" ,'' -� 15.5" 13.4" 11.0" 9.7" 9.7" 1/4 "x7 /8" EMBED 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOUD -SET 45 16.0' 16.0' 8.5" 16.0" LEAD SHIELD ANCHOR 4 55 16.0" 16.0" 5.5" 16.0" Map (lb) = 358 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 72 82" 16.0" 4.4" 15.9" 1/4" x 1 - 1/4" EMBED 39 16.0' 16.0" 7.1" 14,5" ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 65 6.0' 13.7" 4.8" 9.1" Vcap (15) = 233.50 72 4.7" 12.4" '._ •, ,- 9.1" 000M 1/4" x 2' THREAD 39 16.0" 16.0" 12.4' 16.0" PENETR. LAG SCREW 45 16.0' 16.0" 8.5" 16.0 7.8" 55 16.0' 16.0' 5.6" 16.0' Tcap (Ib) = 359.53 65 10.6" 16.0" 4.4" 16.0' Vcap (lb) = 82.97 72 8.7' 16.0" 4.4" 16.0' 414 x 1 -1/2" THREAD 39 160' 16.0" 8.1" 16.0" PENETR. WOOD SCREW 45 16.0" 15.0" 5.5' 14,4" 5.1" 55 11.8" 16.0" 3.6" 11.8" Tcap (Ib) = 234.00 65 6.9" 15.7" 5,6' 10,4" Vwp (lb) = 96.74 72 53" 14.2" 4.8" 10.4" 7 /18" x 5/8" EMBED 39 16.0" 16.0" 8.0" 16.0" BRASS BUSHING 8 45 16.0" 16.0" 5.5" 14.2" 1/4 SCREW * 55 11.7" 16.0" 3.6" 11.7" Tcap (lb) = 231.50 65 6.8" 15.5" 16.0' 10.3" Vcap (lb) = 232.50 72 5.3" 14.0" �� :j 10.3" HOLLOW CONC BLOCK 1/4' x 1 - 1/4' EMBED 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" ELCO TAPCON 'reap (lb) = 174.00 Vcap (Ib) = 318.00 1/4"47(8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR 4 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6,5" 4.9" Vcap (5) = 249 72 8.9' 6.7" 6.5" 4.9" 1/4" x 1 - 1/4" EMBED 39 11.7' 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9' 6.2" 4.4" 4 55 7.9" 5,6' 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 3.7 Vcap (10) = 198.50 72 6.1" 4.3" 4.4" 3.2" • • • 2.5" EDGE DIST. 0.75" EDGE DISTANCE 'EXIST. STRUCT. ANCHOR LOAD Cps() SPANS UP TO 5.508 CONN TYPE SPANS UP TO 8.678 CONN TYPE C5 C6 C5 C6 CONCRETE 1/4 x 1.3/4" EMBED 39 16.0' 16.0" 16.0" 16.0' ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0' QAN 3329 PSI CONC) 55 16.0' 16.0" 7.5' 16.0 Tcap ()b) • 483.00 65 14.2" 16.0" 6 0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4'1(7/8" EMBED 39 16.0" 16.0" 14.8" 16,0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 160" LEAD SHIELD ANCHOR 4 55 16.0' 16.0' 6.6" 16,0" Trap (lb). 428 65 12.6" 16.0' 5.3" 16.0" Vcap (1b) =429 72 9.8" 16,0" 5.3" 16.0" 1/4' x 2' EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0' 16.0" B,8" 16,0" (MIN 3350 PSI CONC) 4 55 , 16.0' 16.0" 5.8" 16.0" Trap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (lb) = 565.00 72 8.5" 16.0" 4.6" 16.0" • • • 000M 0.75" EDGE DISTANCE 39 7.5" 6.5" • 000M 1401"x2"THREAD • • • •T3 12.5 " "16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 65 49 12.5 " 1% 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1' • • • • • • • 468 12.5" 14.0" 14.4 5,1" 12.5" 16.0' 6.6" 3.7 12.5" 16.0' 6.0' 55 Tcap (Ib) = 359.53 • 4.4" 711 12.5" 16.0" 9.6" 4.1" 12.5" 16.0' 6.0" , ;�,f) 12.5" 16.0" 6.0" +� Vcap (Ib) = 82.97 • • • *30 12.5" 16.0" 6.0" :^ t• 12.5" 16.0" 6.0" N:4 12.5" 16,0' 6.0" 8.0" 814 x 1 - 1/2' THREAD 5.1" 39 12.5' 16.0" 16.0' 7.7" 12.5" 16.0' 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 3.7" 49 12.5" 16.0' 13.6" 6.1" 12.5" 13.7 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0' 9.3" 5.1" 6.25" 11.2' 4.3" 3,2" 6.25" 10.4" 3.9" Trap (Ib) = 234.00 72 12.5" 14.2" 63" 4.1" 6.25" 10.4" 3.9' 6.25" 10.4" 3.9' Vcap (lb) = 96.74 130 6.25" 10.4" 3.9' 6.25' 10.4" 3.9" 6.25" • 10.4" 3.9" 7/16" x 578" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2' 1/4.20 SCREW 4 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25' 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0' 6.25" 10.3" 3.8" 5.0" ANCHOR SPACING SCHEDULE 25" EDGE DISTANCE ANCHOR NOTES: 5P4 45 AND L0405 5501. HERE 42 FOR 00709IINING 4NC140R 5P4GI5G ONLY ALLOWABLE 5TORII PANEL 51=4N5 FOR SPECIFIC 104057457 BE LIMITED TO Tu05E 51405N IN 7-14x ALLOWABLE SPAN SCHEDULE (TABLE 'TI'), 2. ENTER ANCHOR 5QEDULE 54550 ON THE EXISTING STRUCTURE MATERIAL ' 4NCU013 TYPE SELECT DESIGN LOAD GREATER T144N CR EQN4L TO NEGATIVE 005105. LOAD ON 5W7TER AND SELECT 5PAN GATER %IAN OR EOU8L TO S1-UTTER SPAN. 3. SELECT CONNECTION TYPE 545ED ON APPROPRIATE rIQNTING CONDITION (SEE MOWING DETAILS ON SHEETS 2 1 3 FOR IDENTIFICATION OF CQVJECTION TYPE: 4. 4NC10R5 SMALL BE INSTALLED M ACCORDANCE WTH MANF ACTU RECC54TEND8TION5. 5. '.:x:02 ExISTNG STRUCTURE 15 WOOD FRAMING, EX1571.NG CONDITION5 MAT vARY FIELD vER1FT TWAT FASTENERS ARE 1510 4DE0A'E W000 FRAMING MEMBERS. NOT PLYWOOD, FASTENING TO PL 714000 :5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES ANCHOR SPACiNG SCHEDULE T4( INS IDE MOUNT PANEL5. WALL MOUNT 0 -75" EDGE DISTANCE 6. 014ERE LAG 5C255 FASTEN 17 N4RR001 FACE OF STUD FRAMING. FASTENER 5u4LL BE LOCATED IN CENTER OF NOMINAL 7' X 4' (MIN,; WOOD 5TJD ("•.' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRA'11•). /4000 STUD 51ALL BE 'SOUTHERN PINE' 3.0.55 OR GREATER DEN51TY. LAG SCREW S7ALL 144vE PHILLIF5 PAN 14040 OR 6.15X HEAD. t * 095/0NATE5 1Z.610vABLE ANC-1065. 03004 42 950741RED FOR DIRECT MOW INSTALLATIONS. D. MAC140L 5095 5 5u4LL WOVE MINIM, OF y ENGAGEMENT OF TNRE4D5 IN BASE 4,10409 AND MAT HAVE EIT14ER A PAN HEAD, TRUSS HEAD. OR WAFER 14049 (SIDEWALK BOLT: 6110. 4 1-INl74ft EMBEDMENT ANC EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 554154E5. 10. ® DESIGNATES 44040R CONDITIONS WNICU ARE NOT ACCEPTABLE FOR USE ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 2.0" EDGE DISTANCE Approved as complying 1FItb Mc Florida : ,. 8C Daft • NON M Control l Moral Dials Frothed RZ•a� FR4NC L. EEINASJO. PE PEIO4654S _FR 0 z J) J w 7_ Q 0 0 Q 0 J Ll w z w Q CV z LIl 1 cO\ J LL Q 0 0 !1 4 a_ 0 51-E E T: 4 oP 4 03 Q=v1510N5 DE$C.RIPTI/15/ 9419"--' 0.75" EDGE DISTANCE 000M 1 /4'a2 "THREAD 39 7.5" 6.5" 4.8" 4.7 PENETR. LAG SCREW 45 6.5" 5.7" 4.1" 3.6" 55 5.3" 4.6" 3.4" Tcap (Ib) = 359.53 65 4.5" 3.9' Vcap (Ib) = 82.97 72 4.1" 3.5" 814 x 1 -1/2" THREAD 39 7.7" 6.2" 4.9" 3.9" PENETR. WOOD SCREW 45 6.6" 5.4" 4.2" 3.4" 55 5.4" 4.4" 3.4" Tcap (lb) = 234.00 65 4.6" 3.7" 3.0' Vcap (Ib) = 96.74 72 4.1" 3.3' 3.0" °n' ;.'. 7/16" x 5/8" EMBED 39 13.0' 9.2' 8.2" 5.8" BRASS BUSHING d 45 11.2" 8.0" 7.1" 5.1" 1/4 -20 SCREW * 55 9.2" 6.5" 5.8" 4.1" Tcap (Ib) = 231.50 65 7.8' 5.5" 5.1" 3.7" Vcap (Ib). 232.50 72 ' 7.0" 5.0" 5.1" 3.7" ANCHOR SPACING SCHEDULE 25" EDGE DISTANCE ANCHOR NOTES: 5P4 45 AND L0405 5501. HERE 42 FOR 00709IINING 4NC140R 5P4GI5G ONLY ALLOWABLE 5TORII PANEL 51=4N5 FOR SPECIFIC 104057457 BE LIMITED TO Tu05E 51405N IN 7-14x ALLOWABLE SPAN SCHEDULE (TABLE 'TI'), 2. ENTER ANCHOR 5QEDULE 54550 ON THE EXISTING STRUCTURE MATERIAL ' 4NCU013 TYPE SELECT DESIGN LOAD GREATER T144N CR EQN4L TO NEGATIVE 005105. LOAD ON 5W7TER AND SELECT 5PAN GATER %IAN OR EOU8L TO S1-UTTER SPAN. 3. SELECT CONNECTION TYPE 545ED ON APPROPRIATE rIQNTING CONDITION (SEE MOWING DETAILS ON SHEETS 2 1 3 FOR IDENTIFICATION OF CQVJECTION TYPE: 4. 4NC10R5 SMALL BE INSTALLED M ACCORDANCE WTH MANF ACTU RECC54TEND8TION5. 5. '.:x:02 ExISTNG STRUCTURE 15 WOOD FRAMING, EX1571.NG CONDITION5 MAT vARY FIELD vER1FT TWAT FASTENERS ARE 1510 4DE0A'E W000 FRAMING MEMBERS. NOT PLYWOOD, FASTENING TO PL 714000 :5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES ANCHOR SPACiNG SCHEDULE T4( INS IDE MOUNT PANEL5. WALL MOUNT 0 -75" EDGE DISTANCE 6. 014ERE LAG 5C255 FASTEN 17 N4RR001 FACE OF STUD FRAMING. FASTENER 5u4LL BE LOCATED IN CENTER OF NOMINAL 7' X 4' (MIN,; WOOD 5TJD ("•.' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRA'11•). /4000 STUD 51ALL BE 'SOUTHERN PINE' 3.0.55 OR GREATER DEN51TY. LAG SCREW S7ALL 144vE PHILLIF5 PAN 14040 OR 6.15X HEAD. t * 095/0NATE5 1Z.610vABLE ANC-1065. 03004 42 950741RED FOR DIRECT MOW INSTALLATIONS. D. MAC140L 5095 5 5u4LL WOVE MINIM, OF y ENGAGEMENT OF TNRE4D5 IN BASE 4,10409 AND MAT HAVE EIT14ER A PAN HEAD, TRUSS HEAD. OR WAFER 14049 (SIDEWALK BOLT: 6110. 4 1-INl74ft EMBEDMENT ANC EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 554154E5. 10. ® DESIGNATES 44040R CONDITIONS WNICU ARE NOT ACCEPTABLE FOR USE ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 2.0" EDGE DISTANCE Approved as complying 1FItb Mc Florida : ,. 8C Daft • NON M Control l Moral Dials Frothed RZ•a� FR4NC L. EEINASJO. PE PEIO4654S _FR 0 z J) J w 7_ Q 0 0 Q 0 J Ll w z w Q CV z LIl 1 cO\ J LL Q 0 0 !1 4 a_ 0 51-E E T: 4 oP 4 03 Q=v1510N5 DE$C.RIPTI/15/ 9419"--' MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rollingshield, Inc. 8900 N. W. 119th Street Hialeah ,FL 33018 Your application for Notice of Acceptance (NOA) of: ij - pMA'/'" Performance Sysfem'1 " Aluminum Accordion= Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: (01-0502.10,,, EXPIRES: x THIS IS 'Hit COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. (APPROVED: 06/25/2001. • .. ... • • • • • . • • • • . •• • • • • • • • • ... • • ... ••• .. • • • • • .. ... .. • • • .. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance, Office ... • • • • ... • • • • • • • • • • \\,0450001 \pc2000\ \templates \notice acceptanceove: partot •• • •• • • • • • • • • • • • • : Home a e http://wwvv.buildingcodeonline Internet mail address: postmaster @Ddfldingcodeotttinetom • ;;' p g : p Rollingshield, Inc. ACCEPTANCE No.: 01- 0502.10 APPROVED 06/25/2001 EXPIRES 06/25/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS SCOPE This approves an Aluminum Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -115, titled " HPMA / Performance System 1 Accordion Shutter ", prepared by Tilteco, Inc., dated April 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E., sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies•ef the appfoved:drawings, as identified in Section 2 of this Notice of Acceptadce, clearly l d; tQ st pw the components selected for the proposed installation... • ... • .. • • .. • 6.1.3 Any other documents required by the Building Official or the South Florida Building ode CSFBC) in per to properly evaluate the installation of this system. • .... .... • • • • • ... • • • • • • ... • • • • HeJmy A. Makar, P.E.- Product Control Examiner Product Control Division Rollingshield, Inc. ACCEPTANCE No.: 01- 0502.10 APPROVED 06/25/2001 EXPIRES 06/25/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with a secttorr oI tbtis,AAceptt Ze shall be cause for termination and removal of Acceptance. _ 0 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ; END O PTANCE C 0 TO 0 C • o - - e 0 000 0 - 0 0 0 0 0 0, 0 0 r_. • 0 0 0 00 07!) - - 0 000 0 0 „ 4. J - Ielmy A. akar, P.E. Product Control Examiner P,. 0 0 0 0 000 0 0 p o p 0 o Product Control Division r [i g 731' 1.I09'� .CEO• :5 = WALL HEADER (B INVERTED) FROOR•BILL - • • • •••• © MALE /FEMALE BLADE r -- i - 5' LM.. AS APPLICABLE (1)ALUMINUM ANGLE -.700' -- 7.000• Wro.. AS APPLICABLE fa ALUMINUM ANGLE • ® CEILING HEADER 3010' • i4 454 4 054 \ � 4 r X4 11 •'� ®rADJ - -_ USTABLESILL_ADAPIOR I�IRESNO{ smr, , 1A' ,• SOME t j/I' . 1' • •• •••• 1 © MALE /MALE BLADE 1 A- L- 2si5•--- 1 .374' .7878' 45 15, DN 39-� taw. 1/16'/x1' S.S.u.S. W/PLASTIC KNOB LOCK BRASS %NICKEL ° "PLATED - _�- PLUSH -BU T'ON .LOCK' f Q 90' STARTER 310• ©' '., F CENTERINATE ;BLADE EAULE : 3333_ 0• MM /10•1n• 1 L ONL.lE O. COMPONENTS 2 7 2001 Q- .FioOR, 111 -- 2.324' .922' ©1 180' MALE STARTER SOOD 4.7'. 1' 4' 080 11 x /22/ MALE CENTERMATE,BLADE © LOCKING` PIN ® INTERIOR HANDLE (OPTIONAL) (OPTIONAL) ICaa jA' • 1' eaMr A - I' IL ECO INC. \ � 757115'0 t E700NNEiRNNO COMPANY 5(\ 17 +I 5??. 3NaND2 1 0 .71,58 o1�W >ISX [H O0D0719 RCA L 44187 GENERAL NOT[, 1. 7HS ACCORDION ,NUTTER /M9 BEEN DESCHIM PI ACCORCIA1LY MT7N 771E 1660-0100 C WIN: 7004 exam or 111E SCUM SSORSA BLMOMC COOL EAMON WV LOADS 3140L BE DE'WRMNED AS PER SECTION 0 Of ASCE 7-33. MM 110 mph, 74)SC 570 SPEED. ACCORDION SHUTTERS ADEDWCY FOR ORMCT AAO FA7ICUE RESISTANCE HAS REIN VERIFIED W ACCOROWK WN SECTIONS 2315 & 2314 RESP61NELr OF 711E ABOVE MENTIONED CODE. 2. S77MLSS STEP SHEET WALL SCREWS LASED AT WORN PW SMALL BE / 14 • 410-1T *70104114 SIR= M/ 733.0 bat (WELD PONT 11 100 3 1 7ENSEE STREAM SCREWS STOOL BE COATED MO, 1f7LW 5000 WOES VUA7ROP3LTMER COMINGS AS MINUFKNRED 87 141.7'150 Co, 000 007. REST CNESICR PA UL M. 3. ALL AifMM/Y LSTRU90745 SNAIL II 3001 -751 0005-75 OR 0705 -70 4110Y 507N 114136131 NERD 57767C771 OF F)'-35.0 AN 4. ALL SCOWS 70 /AE SINLESS SREE 3M OR 310 SERIES W/ 30 •I 17070 PONT AND 10 1st 71041E 577626 S. ALL NUMNUM POP RAE7S M BE 5052 ASWAN ALLOT 77711 ALUNANN MANDREL a BOLTS TO BE 7024 -T4 AMEN ALLOT C¢5A17ED 0P STARLESS S7ETE 37771 3S M WWI SWUM WELD POOVE. 7. ANC/70 70 MALL 94405 BE AS FOLLOWS (LML>5 077CRW ST NOTED) (A) 70 017757 151MED 5015677 7/0 UPON AS MINWACMRCD 37 07.8. MIDIS OR 8700 MORON AAO I / 007.10-47 DWCON, AS MVIIRAC711RED er 1.1114 B 710(2. - 1 /4' R CREW FLEX S54 ANCHORS: AS INNLPACRAS0 SY fro IMAM - 7 /4' R 1 7/0' (AX-04 ANCHORS AS WHEACIUPED sr POWERS RAWL PAS7 1455 INC. NOlS A1) MINIMUM E ASEDWO47' 0' SPOON NCNORS AND CREW ILO' SSW AAOMOTS 7470 COYCRE77 6 1 3/4: Ay 77/ 04(14-5 AACHOP5 MULL BE EMALL7 EMBED= N75 75( MIRED CONCRETE 1/4 550 (L 05 USED 1M BE 7 T OR p 801A& VIOLS S7LCC0 47007. • N CASE 1344T PRECAST STOW 0PETAST 6Y67040 *V4. LIRA PEDO4 MOON .�B 0DNC ENO TO REACH INC WNY 17RLCRME BEHIND SUCH PANELS ANCHORAGE SNNL BE AS IN00TE0 CN N0773 A f • Al Awl£ (B) 70 075756 CONCMW BLOCK YAW - Wan 3 CO�L AS 16NUF1(7051 Br 7771 SAD?( OR aro =MK ANO 1/e11 1440 -SET LAPCQ`C AS MANUFACTURED NI LT.W.. BVOD1. - 7/4 CREW 41.0 SS4 ANCHORS, AS M4WEFACNRED Br ELM 710IROY. - 7/4' 0 . 7/8' 0645-04 ANCHORS AS MANIPAC771D Br POINTS AML PASTINAC. PC. NDar AT) WNW! EICEDNENT OF DUCCF/ MES/pRS, AND CRt7E FLEE SSA ANDIDNS PTD 771E CONOE7i BLOCK NOT 94404. B . E I 1 4 63) 7/6 INTO UN7. NO E 0 571050 57 5( EWm O INN CONCRETE BLOLTf 1I4 0-20 SCEWS USED STOLL 57 1 1 LOW LO MNDIUM SHOULD STUCCO LOST AND 16m4Y FDR 111466 5774 NO 3715(0'0 3.. IN 00E RUT MOIST S70•G OP PRECAST CONCRETE PANELS BF FOUND OH 1M =MO NMI. MO2ORS SSW. BE LONG EAOWN 10 REACH 77E MON STRUCTURE BOUND MATH PANELS. ANCHORAGE ANOKR SWILL j /4' MPCMUM FOR ANCOGAS RI ILO. , • 7/0' ANCHORS SNAIL BE WALLED 70LLOMNO ALL OF ME RECOMEN54710110 AND 9K0F7G006 OF 711E ANCHORS UVILP4(1IMER a SHUTTERS COMPONENTS ARE PATENT TEHRAN 9, IT SHALL BE THE RESPONSIBILITY OF INC CCWMAC70R TO NERVY 711E 50)11, YES, Of THE S77A/CII.6E MERE STVRER 6 7D BE ATTAINED 70 INSURE PROPER ANCHORAGE. 7116 50VTTER 574455. ONLY BE 47TA067) 10 COMCFE/7 BOCK OR WOOD FRAME 01100'NOS. W. A PENNS?? SHUTTER MANUFACTURER'S LABEL 8E PLACED ON DC (5P05ED SUSACE OF 771E MANE (047TR1(177 MADE (COMPONENT ONE LABEL PALL Bf PLACID FOR EVERY OPUINC. LABEL PALL READ AS P010RS. 0010IGSNIELA /IO NINA FL. 33122 INVO-CINDE CO1Nn PRGOLC7 CONTROL APPRONGI (C) IOWA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLLINGSHIELD, INC. 2500 N.I7. 74 440E NOR. 71 33127 flit Pa &OMAP.. j .R I � > APPROVED AS COMPLYING LATH THE SOUTH FLORIDA BUILDING CODE D A T BY PRODUCT dBkTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.OI (; S�i MNMI -DADE COUNTY OMR AL SOMI SCALE 4/77/07 D4W 07 -115 DRAWING IN SHEET 1 OF 0 APR CONCRETE ANCHORS. (SCE SCHEDULE) . POURED CONCRETE OR CONCRETE BL0C WAIL REWIRED • • SCH SEPARATION • SEPA • CLASS •• • •• • • • �• • ••• M • •• • • • • • • / POURED CONCRETE OR CONCRETE BLOC" NALL REQUIRED • • .•• CONCRETE ANCHORS (SEE SCHEDULE, ',WALL < MOUNTING INSTALLATION SECTION A SCALE : : ./B• -°r• • / Is , T S 5. S • S 6/7/16•/. 7/r LONE NYLON BUSHING (T)y. TOP / 14. 2• S S SMS (ryP. 70P • amok) OPT GNAt d CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) POURED r , A, O I •• / E / . S S S /8 \ \ \■ L JAI/ S T D N 7/70.0 &/9M0 7 1 I 70 8 • BOROM) LSE£ SCHEDU[L I MR MM. SEPARATION TO crass EDO£ or SLAB IF APPLICABLE POIRTED CONCRETE CONCRETE ANCHORS REWIRED (SL£ Scow) ; CEIt /NCR et - FLOOR,- MOUNTING— INSTALLATION ' SECTION: 8 • '.,Smut: .7/A : 1 111 / 14, 2• S S. S M S (WP TOP • BOTTEM4 O APPROVED AS COMPLYING WITH THE SOUTH FLOR . A BUILDING CODE - 8 DOE of STAB r APPLICABLE DA •• BY PRODUCT te ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01 (75 (1l. S () CONCRETE ANCHORS POURED CONCRETE (SCE 508(07[1) REDUREO , WA. ME U SLAB r AVPI SLA / 14 R J• S S S M. S 1�1� M 7 /Ir / ELY P , 1/8 LONG MON INISHINO (I)p. TOP � • 6 SCHEDULE 0 . SEE SCHm 7[07 MIA. SE884446 N TO GLASS POURED CONCRETE REQUIRED RLTEANCILONS CE /LING & FLOOR MOUNTING INSTALLATION SECTION 81 / 74. 2•S S. S M. 5. (7)P. 7• • BOTTOM) IL ECOINC. TB6R /WINO • 6NOLNCtR0N0 COMPANY av x an. iL, slA warm smog; ri _um 4 E a1P1 t B — • 87 , (7vJIn - rvr WAR A io X. P. C 7toRmA IA: 44187 CONCRETE ANCHORS (SEE 5086441) POURED CONCRETE REQUIRED r - � Atja S LLGE OF SLAB F A9NICABLE rArr" (511 5011DMLE) EDGE 3 SUB LI ? APPLICABLE A � �., / 7..5 SS M. �� S. 8/ 7/78 - • R 7 7/B' [O NO N71ON BUSHING ( I I S SCHEDULE I 1• S FOR MR. EA1RQ704 70 CLASS POURED CONCRETE R£ONRED CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 NPMA / PERFORMANCE STSTE• 1 ACCORDION SHUTTER ROLLINGSH /ELO, INC. 2300 NW. 74 AS! MINA -1..]722 14, 2 S. S. 5. M. S. • 'VP • BOTTOM) 0 OPTION BUSHING 0 TOP/BWTTOM) MIAMI - LADE COUNTY • AS SHORN SCALE 4/77/01 447E 01 -115 DAMMN0 No SHEET 2 Of POURED CONCRETE OR CO0CJR7C C BLOCK WALL REWIRED ( H � • •• • • • • • • • • • • •••• • Sir . SCW4 •••. • FOR L2x SERIR,1 • • • • • 10 CLASS • • • •• • • • • • • • • r • • • • • •• •• • • •••• • ••• POURED CONCRETE CONCRETE AN PT OR CONCRETE BLOCK (SEE SC72WEE) WALL REWIRED BUILD -OUT INSTALLATION - SECTION C SCALE : 2/6' _ r • POURED CONCRETE I /4• 8-20 S. 5. OR CONCRETE BOLTS w/ NUT • BLOCK WALL KASIER O D' 0. O REWIRED OR /14 • 2/4 S 1 S B. S. O a'0.C. ARn, 14 • 2' S S S. N. 5. W/ 7 /70' I 7/e' ECHO R0N r 1 ewSNWC (7yp N 70.^ • 1 BOf70Y) gg 7/4' 8-20 S. S Bars W/ NUT • 0 D' a c OR /14 r 2/4' S S 1 M. 1 • 9'0. C / 14 A. S 1 1 k S (D2,. 7Qe • B071OV) I / " 2704,) CONCRETE ANCHORS (SCE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WILL REMARED CONOREFE SCHEDULE) SEE SCHEDULE FOR M/n, SEPARATION 70 MAST I /4' •-20 S. 1 Bars W /NIR• WASHER 0 D a C / for TSSS Y. i W/ ¢I5 7/9 LOUD NTL N 1 BUSHLYC (To. 10P I I BMW) / 14 r 2' S S S Y. S (1)P. TOP • =TWO OPTIONAL /14 0 2/4' S L SY S•/7'O U5. 1/4' 8-20 S S BOLTS W/ NUT t WASHER • D' O. C. OR /I4 r 3/4' 1 S S *S •/'a c BUILD -OUT INSTALLATION - SECTION C1 1611E : 2/e' - 7' ri_ a 1 0 OoKoR +Q or e org IL ECOINC. TILLIE =TWO t [NOf457RN10 C04PAANE ar x. al >, .oz∎t 2 me+ t-0. ti, E 17(➢ TILL WALTER A. Lk. P. C FLORIDA X FLORIDA t><. f 447e7 J c 1 P/ / 8077011 (OPrANUU ,TYPICAL ELEVATION . _ K 7 S ._ ROLL/NGSHIELD, INC. 2500 N.M. 71 AI£. . 711417. 47..72722 NPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ■ MIT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OA • - 2 BY .v L Ta ' �. PRODUCT; - OL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.D 1 OScL. 10 WWII - 040E COUNTY AS SHOW SCALE 4/77/01 OAR 01 - 115 ORAw7N0 Ne SHEET .7 OF 8 tielorOras CONCRETE ANCNORs 0 ls' a C. POURED CONCRETE REMAND 4/11 HOW 77R =MG PRI Al — SMCOVO POWAY ROOOAR 70 57 • •• • • • • • •••• • • • 0707E samara S770177 CAN BE (MONO 1D 5077 ANY INQTALIAr10N. •••• • • •••• • © 11�( • • • • • • • • • 1 el) © Q • • • • • (SEE NOTES) Or fl • • •• (5£E Nava • SECTIOle (& MULTIPLE SHUTTERS) or° (SEE NOTES) (DP+aTtMU SECTION D SCALE : J/8'_ Or0 SECTION E2 (a°IKRM4) or (SEE NOTES) 7 1' Cent. Num, ANGLE (O° /07•41 or (SEE NOTES) OR/ ' 111 ]/R' S. M.s(77PJ EA ANGLE All II-7 Nal yi.1 7701 toff 7470 P/I Air 7 060.0 WARM 70.17007 IrIrorr — RED CONCAVE ANCHORS • is as /I4 -• 3/ 4" S. M. 5. OR ... 7/10 , ALW. POP Rat, • 0• a a l.7 712' OR r 1/2" r 7 OR I I/7 r or 2• r 2'OR2'r J'OR 2'r 1' OR 2' • S' r .CSS' Mh DOCK Alum ,447E C 4-were ANC0005 1 Oa 00s • le a a POURED CONCREIT REWIRED ONE SIDED SECTION : END CONNECT /ON DETAIL 2' r r o.110. OR J' r J' • .000' Num. TUBE POST 2' r 7' r .725' 0003-TO ALLOT) � 2'r2'r.715 7 AMn MOLE a (2 MOM) iL 470007M TUBE J 1' 1 • • .DOTE \�I, Cont. Ahmt MOLE � ® 00 ELEf /74 r 4/4. S. S CONCRETE AACN016 ' 1 1 S M. S OR 7/7 o 4007 570770 0 0' a a (1)R) ISOMETRIC (CORNER POST) (TAD TOP et BOTTOM SLABS) IL ECO raw ?MIND . 10110MED•MO COMPALIS .a Jar v en. 7v« vn ia ar inw 11w, -00 0-000011 •. WALTER A. 44I MI& NU NOTES FOR LOCKING OFn• (f)j T -PUSH BOTTOM LOCK c) , M.17 BE USED FOR INSTALLATIONS SECURED FROM T OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING( J) FROM THE_OUTS7D7 A 7/8'4 HOLE SKILL BE DRILL AT(I BE RNE7E0 FROM THE 8 ( ACK OFTO TH FRONT W/ (2).7/76"• ALUM. POP R7VE7S. A J 8 • HOLE MUST THEN BE GRILLED Ai ® TO ALLOW FOR ✓ PI 70 P455 RIRU WH INST !NC OM THE INSIDC QJ MUST BE RIVETED TO W/(2) 3/16 / ALUM. POP RIVETS.,A 3/8'0 HOLE THEN BE ORKLED THRU((JI AND tP TO ALLOW FOR ✓ PIN TO PASS THRU. 2-5/18 LOCK I) Mfr BE USED ALTERN+T1VELL7 R1 J FOR INSTALL, S SECC FROM 707E OUTSI OR� N5 /07 OF SHLRTER. O R/LL C H AN78l4 HOLE DRILLED ED TO AL(CM 50 SC 111' OR /12 CO I 1/f If r I/2 Off r 1/2' r 2' OR 2 r 2'OR r, J' OR 2' (" OR r r s' r .055' Mk. DOCK Nurm AMOtt S OR J/74 • ALUM POP ROST • •' a a ALTERNATE CLOSURE DETAIL W ROLLINGSHIELD, INC. 2000 N.W. 74 AVE MAML fL 1J722 504E : J/s' - / • COKRETE ANCHORS • 1' 0. C. POURED CONCRE77 REQUIRED APPROVED AS COMPLYING MTh THE SOQTHFLORIDA 577107/70 CODE - PRODUCT CONTROL DM710 /7 BUILDING COOECOMPCUNCE OFFICE ACCEPTANCE N0( '(7502`. (O IOWA / PERFORMANCE SYSTEM I ACCORDION SHUTTER MIAMI -DACE COUNTY AS 5110 SCA1E 4/77/07 ALIT 01 -115 ORAM?NC 11. 507(7 4 OF e ALAI 4 7.0 ( WAD ' o " 1"0..7.7.1 LIAOIWM 17fUTIER SPAN FOR SWOONS 1." (ft) 0.4795Y SEPARATION TO OUSE 079 ,61 sErnons E 61.62 `cwct A L §L in Q__ e' - e• 70 MAX RUINED 40 14' -1' 12' -5' 3" 3' .5 I3' -8' 11' -8' 3' 3' 50 13' -0; et -l' 3' J" 55 12' -59 • 10' -W 2 3/4' 2 1/2" • • c p • !_ _ . 1 1 10' ' , . T O T - 7' "•=' 2 .:'4' _ • ? 2" 45 • I I' -5" • • ••9' 2 J /41 2 ✓ • • 1 • • " . - ° . 4 4 2 . - 4 1 . .• 2 3‘4" 2 1 21/2' • 75 10' -7' 9' -7' 2 .V4' • • 80 10' -3' • a' -•" 2 $a • 2 3 /4.1 2 3W4' • • 0/2' j " h 2 1/2" 5 !7/2" •• 70• -0 •j 90 D ' -B ' • ' -J ' ••: 9. -59' • "' -0' 2 .f /t• • • we • 9' -2" • • 7'4111 2 J/1‘ • 6 8 7/7" 105 9' -0• •7' -I 2.}j'4' !' • • • Y4 • • 8'-9' •� 7'-0 •� 2 3/4 +• 2' 115 • 8' -7" • 5' -e• 2 .*'IIT • • • or • • (34 • e' -5. 4 -9" 2 IN-' mil 6 125 8' -J4 • 6' -Ar 2 3 /4' 2' 6.130 a'- 7•••5 - 2 }/4 "••• 2• 9• VW • 7- 10'•• ,Sfa" 21 /y 8 740 7' -6• 5' -9 2 1/4" 2' 043 7' -3' ••7 5 1 I 2 I /4 1' 190 7' -0" 5' -!" 2 1/4' 2' 155 6' -10' 4' -I1' 2 1 /4' 2" 160 8' -7' 4' -I0' 1 1 /4' 2' 165 6 -5 4'-8" 2 7/4" 2' 170 6' -2 4 -6 2 7/4' 2' 175 8' -0' 4' -5" 2 1/4" 2' 180 5' -10' 4 2 1,f4" 2' 163 5' -0• 4' -2• 2 1/4' 2' 190 5• -7 4' -1 2 1/4" 2' 195 5' -5' J' -11' 2 1 /4' 2 200 5' -3" J' -10" 2 1/4' 2' 205 5' -2' J' -9 2 1 /4' 2' 210 5' -0• J -6 2 7 /4' 2' 215 4' -17' J' -7' 2 1/4" 2 220 4' -9' 3' -6' 2 1/4" 2" 225 4' -8' J -3 2 1/4" 2' 230 4' -7' J -4' 2 1/4" 2" MAXIMUM DESIGN LOAD •Y' (p s 7.) WALL MOUNTING INSTNLATON AT TOP OR BOTTOM (10 CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (To 7150"07) SHUTTER SPAN SHUTTER SPAN '. 6 -0' a 7701 L §L in Q__ e' - e• 70 MAX RUINED s• OR 160 s•-0' 10 e• - e TO KI . MINTED rte' TO MAN. AIIDAED 9 9 9 9 8 4.5 FROM 9 9 9 9 0 6.5 40.0 TO 60.0 9 9 9 9 9 9 9 9 9 9 9 .4 3 FROM >60.0 TO 75.0 9 9 9 • 5.5 8.5 13; 9 9 9 9 8.5 6.5 9 9 8.5 8.5 9 - - FROM >75.0 TO 90.0 9 8.3 8.5 9 4 4 3.1 • 9 9' 9 05 55 FROM 9 7.5 7.5 4.5 - - >90.0 TO 120.0 9 7.5 7.5 6.5 3.5 - 3.5 9 9 9 9 5 - FROM 5 9 7 - J a 9 - 3.3 3.3 - >720.0 TO 170.0 J 9 9 - 5 5 - 4.5 6 6 - - - - FROM >770.0 TO 230.0 8 8 - 05 3.5 - 3 9 9 - 5 5 - MAXIMUM DESIGN LOAD 1r• (p6r) WALL MOUNTING INSTALLATION AT TOP CONCRETE) WALL MOUNTING INSTALLATION AT�P� BOTTOM SHUTTER SPAN SHUTTER SPAN r-0• OR LEA I wk I 5 10 MAN. ALI AED 0-0' OR 1701 5-0" TO 6• -r l'-4" 70 MAR. 417.0,10 rte' TO MAN. AIIDAED 9 9 9 9 9 4.5 FROM 9 9 9 9 9 9.5 40.0 TO 60.0 >60.0 TO 75.0 9 9 9 9 9 9 6 . 9 - 11 , 9 6 as FROM 9 9 9 9 8.5 13; 260.0 TO 75.0 -- -- 9 9 9 9 9 7.5 9 9 9 9 4 3 FROM >75.0 TO 90.0 9 0 0 9 3.1 4.3 6 9 9 9 9 9 9.5 0.5 9 7.5 7.5 7 - - FROM 0 7.5 7S 9 3.5 S5 >90.0 70 120.0 0 9 9 9 5 5 9 7 - J - - FROM 9 7 - 4.5 J - >120.0 TO 170. 9 9 - 6.5 4.5 - 7 7 - - - - FROM 7 7 - J 3 - >770.0 TO 230, 9 9 - 4.5 4.5 - MAXIMUM DESIGN LOAD •W," (p cf.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (T0 (ONCRETE) WALL IAOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN 5HUT1Ep S >AN 0d OR 106 0-0" 10 r -1"10 6 • -4" MAR. AL94Ep 0-0' OR 1610 er 15 0-e• rte' TO MAN. AIIDAED 9 9 0 0 9 9 9.5 FROM 40.0 TO 00.0 9 9 0 9 0 9 >60.0 TO 75.0 0 9' 0 9 0 9 6 9 9 9 9 7.5 6 FROM 9 9 • 9 9 8.5 >80.0 TO 75.0 9 9 9 9 9 9 9 9 9 9 9 6 S5 FROM >75.0 TO 90.0 9 9 9 9 9 8 6 9 9 9 9 0 9 0.5 0 9 9 0 4.1 4.5 FROM 9 • 9 9 7 7 >90.0 TO 120.0 9 9 9 9 9 9 0 9 - 4 4.5 - FROM 9 • - 6 6.5 - >120.0 TO 170.0 9 9 - 9 9 - 9 9 - 4.5 4.5 - FROM 0 9 - 6.5 6.5 - >170.0 TO 230.0 9 - 0 9 - MAXIMUM DESIGN LOAD 'W" (p 0 7) FLOOR/CEILING OUMING INSTALLATIO TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5•-r 011 W L LR �R� .75 9 9 0.5 FROM 40.0 TO 60.0 • 9 9 9 0 9 9 9 8 FROM 9 9 • >60.0 TO 75.0 9 0 9 9 6 7 FROM >75.0 70 90.0 8.3 7.5 9 9 9 9 6 6 FROM 9 6.5 6,5 >90.0 TO 120.0 9 9 9 7.5 6 FROM 7.5 6 - >120.0 TO 170.0 9 as - 6 6 FROM 6 6 - >170.0 TO 230.• 0.5 6.3 - +MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2 ".EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2 "). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3.0" CALK -IN 2 1 /2" .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON OR MAXI -SET TAPCONS 3.0" CALK -IN 2.5" 3000 pet. (MW.) CONCRETE CRETE - FLEX SS4 3.0" 3360 7754 (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING "W" (o.a.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE, (VALID FOR SECTIONS A. B, 01. 132, C & C7 ON SHEET 2 & 3) . NOTE: DESIGN PRESSURE 84500 CORRESPONDS ONL7 TO NEOA1NE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH 45CE 7 -05 CRITERIA FOR A OMEN OPENING. II NEGATIVE PRESSURE VALUES COEOi7 WIN THE RE075900 PRESSURE 10R THE OPENING. THE POSITIVE PRESSURE WILL AROMATICALLY OUALIFT AND NEED NOT TO BE CHECNE5. FOR SHUTTERS INSTALLED WTTMN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOT7054 OE SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. I(AXIMI794 DESIGN PRESSURE RATING 1Y' to • f 1 ANA CORRESPONDING MAXIMUM ANCHOR SPACING On 1 R"HF757II F (VALID FOR SECTION A ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING W (p • 6) AND CORRESPONDING MAXIMUM ANCHOR SPACING ()n) 79(:54(157)4 F, t (VAUD FOR SECTIONS C1 ON SHEET 3). MAXIMUM DFS7GN PRF45 RATING W (o.s.f.1 ANTI CORRESPONDING MAXIMUM ANCHOR SPACING On) SCHFDUI F + GORRFSPIIM7ING MAXIMUM ANCHOR SPACING fln 1 SCHFDUI F + (ItAYIMUN DESIGN PRESSURE RATING _V__(• • f1 AND (VAUD FOR SECTIONS B. 91, B2 ON SHEET 2). / IL ECO INC. 71462E 19*00O • DIOWEERWO COMPANr L1I].M i R q q . NAM y1M fl PION R )47 EV- 0008779 R" 47108 8 70 7e / 44 187 0 (VALID FOR SECTION C ON SHEET 3). ANCHORS I(GFNII MR RPM / P(RF0RW14C0 5751019 1 ACCORDION SHUTTER ROLLINGSHIELD, INC. 2900 MIT: 74 AYE 43711 FL 33722 APPROVED AS COMPLYING 94TH THE SOUTH FLORIDA BUILDING C00E DAT • • 2. 2.• BY PRODUCT .MROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO0 - (Y OZ • I17 NIWI -6100 COUNTY AS 5748011 salt 4/27/01 047E 01 -115 IMI77N0 !I4 514EE7 a Of 6 I /4' • • r LONE LAC scam O 0' a C r w/ 0 I/r Mh PENETRATION TO C•73W1C 7900 HCALCR '• mar ..T 9P 000 9Y 1 . REWIRED u SEE . SEPA T f04 Ns. SCyARAIpN ALTERNATIVE 1 / 14 • Y S S M. S W/ 7/IO' • S. r 7/D' E 5PI ELM N t0ON 0UR My. 1 I 1 I11t:1i1J1Jr i r1 •1 - 1L) 1 Y.S OO'0.G • • `u.t i 's1 1 � � ••••• 0 .00• • • •••• • 0900 5103 • 24 a C. MAX. REDURED. •••••• • .••• ALTERNATIVE 5 / 1. • 2' SS ISP a BOTTOM) 17OY) • • •• •• • • • •• • .. 1 r 44(/ 1 /D�( /�J*) %� - ! T ao • • IVEIE SCREW'S • EACH 571.0 (Y100101H 0. 370) AMP W/ 2b446. PENEIRIIMN.70 P ' • • ALTER I VF ' . • • • • • 1/. • • r LONG ^ LAC STRE • 0 O. c w/ t 1/7 rx. PENE7RA170N 10 EXISTING WOOD HEADER pp-7.r._ t / P 1/4' I -20 S. S =LETS I� 7 . 01n. w / HUE! I I 4 3 Oa' lirli a G a4 /1 S /. • 5. ED- S S S G � N. / 0 a , I �+ I /f1 Y S. - ' , TRION BVS1•IO 1 171 (OP 70° • 077700) .1 rryu,M SRI TROD STUD 0 7. L W000 HEADER REDLINED SEE SCHEDULE MR Ma SEPARATION ALTERNATIVE ,5 ALTERNATIVE 4 SEE SCHLTME 004 801 5734E111070 / IA x .3 5 5 S. M. S. W/ 7/10' m r 7/0' CONS ocN =MVO / t4. 2 a S M. I rap. RP • 007100) / 1 ,1 1 S Z EES offi I . n* ''1 11 11 1 1 . 1 , I' I t /.• •-." S S ROLTS � M% NN • WARIER 0 • aGa4 /11,.7/. i.e. 5. S Y. S 10 a c. ALTERNATIVE 6 SGAEMY EAON SRO ?SOU • (0(701017 OF 350) ANO W/ 5' Ma. 0070070•007 0070 =MC 5715 OPTTONIC £I IT; • S/4 5075. • Ir' a c WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A 500. I /. -0' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS AM 7 zem 14 x 3/4' • 0 S •6'a G SET 500004E FOR Mn. slaw4Ano. _ ALTERNATIVE 1 ALTERNATIVE Z woo; 7RUSsa OR M'1070• 74• a C. REWIRED 0000 •D 7�IRa / 74 • rS s. S M. 7/10' R a 1N / � 7/r LONG N710 BUSEHO (7)AL 70' • 0001100 / 74• Y 5. 5. 5. M. S (1)/. 707 0 001000) 7 t.4• 006.3 -T5 Alum (1 , 1 „ :4 0 ;0 0,4 (ONO RMIER a4 170205 LOCATE STREWS A7 07070700 07 t /1' • LAC SOQMS e• E6� �I PENETRATION • O. G A NEL �1r WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SDVC 1/. -1 co&7b, FtOCR/CRLh7 •04140740 SELTR4LS OW SE COI NED 04 ANT INIT TO SUIT ANT sancunan. 00= 7. r67ALLARONS ARE OATS MMW 704 ASIAWIKNS PON KSIGN WAD 10405 ILA DWI OR EDUAL TO 70 pal. AN0 0• -0' Lw. 51707077 SPAN r. FOR NEW 00000 TRUK CONSTRU0770 0 1000 001•276 TO BE 500774074 PINE No. r. R/ SP607C DENSITY 0f O35 OR EQUAL IL ECO MMEJT 7E57I I0 . 007•207040 C7MPMNY n kW. s rra, nwrn weOV¢ �alrr wr. r (sWls -Pas . rr r (sgMn -r EII- 0006711 *um ORIN Lk. / 44107 e Ma AS SEE SCHED1E FOR 057. 5ERANAi7ON ALTERNATIVE 3 ROLLINGSNIELD, INC. 2200 N.W. 74 ALE. MALI FL 33122 obsrx (0770.WE 7' , Y woo 0E041 REWIRED (NO MESH A40NE0) APPROVED AS COMPLYING %MTH THE SOUTH FLORIDA BUILDING CODE � Or BY b1./A!� PRODU CT!( - OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NOM (E()2 I 0 PIMA / PERFORMANCE SYSTEM 7 ACCOROIOH SHUTTER Mille -BIDE COUNTY AS SHOWN SCAM ./77/01 DAIS 01 -115 DRAWING M SKIT 0 Of 8 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Mr. Builder Official: Gentleman: We are Dade County Notice of Acceptance Holder for HPMA / "Performance System 1" Aluminum Accordion Shutter under Aceeptance No. 01- 0502.10 This letter is also to authorize to use our HPMA / "Performance System 1" Aluminum Accordion Shutter, approved under Acceptance No. 01- 0502.10 to be used at the following job: Job Name: Address: City: Number of shutters: Silvio Sanso ••• • • • • • • Jose A. Delgado President • • • • • Vice - President .. ••• •• • • • •• (Corporate Seal required) (Corporate seal required) • • • ••• • • •••• • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • •• • • • ••• • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •