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WS-08-8100 a �_ 0 co) ra r a k rT. G �t�t 33 $RTr►� Kra', SraRAce i I g,Y,r i iel �• _ 1244 T ac9 �v►r 1 13 R. f7 L 1 d S gz:�� i -rep � � .�` rw � � r� � �' • � � � u��' - - e+� • • N A� •.•..• • �•• • . • •.•..• • • • • so 7-s Q r - 2 / ls� o—o-v `+C 2 c:0 9:0. :L 0 Z� . 0 • • ,YAi .... 000000 p So Fp- ,� •.... • . • • W A- IF X G 0" 0-0-0 r 41,F6 ,&& 0 RAMMS ENGINEERING, INC. Kd'=1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING C CODE 2004 Robert S. Monsour, P.E. FI # 11955 10006024 ASCE 7-02 EXPOSURE C DESIGN WIND LOADS (LBS/SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone I Height 10' Effective Wind Area (or, Tributary Area) in Square Feet 1 20 1 30 1 40 1 50 1 60 (Maximum) 1.00 I 0.95 1 0.92 1 0.89 1 0.88 1 0.86 52.3 1 50.8 1 49.8 1 49.0 1 48.4 0 I 25 I 58.0 60.5 55.3 57.8 1 53.8 1 1 56.2 ! 52.7 55.1 1 51.9 1 i 54.2 1 51.2 53.5 30 63.1 I 60.3 i 58.6 1 57.4 1 56.5 1 55.8 40 I 67.0i 64.0 1 62.2 I 60.9 l 60.0 1 59.2 50 70.2 ! 67.0 ! 65.2 63.9 1 62.8 I 62.0 60 72.8 69.5 i 67.6 66.2 i 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C - For the 146 mph Wind Zone Effective Vlnd Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.10 -1.C5 -1.02 -0.99 -0.98 -0.96 15 -59.4 -56.9 -55.5 -54.4 -53.6 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -�54.8 50 -76,.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 Exterior Zones (5 Exposure C - Walls) Negative Pressures For the 146 mch Wind Zone Height (Maximum) I 10 ' ! -1.40 Effective Vend Area (or, Tributary Area) in Square Feet i 20 1 30 1 40 ! 50 1 1 -1.29 1 -1.23 1 -1.19 1 -1.15 1 60 -1.13 115, 1 -73.3 , 1 -68.4 1 -65.5 1 -63.4 1 -61.8 1 -60.5 20 1 -77.6 1 -72.4 1 -69.3 1 -67.2 1 -65.5 1 -64.1 25 1 -81.0 1 -75.6 1 -72.4 1 -70.1 1 -68.4 1 -66.9 30 1 -84.5 1 -78.8 -75.5 I -73.1 -71.3 -69.8 40 I -89.7 1 -83.6 1 -80.1 I -77.6 -75.7 1 -74.1 50 'I *,94.Q'. a : .E7.7 1 -84.0 -81.3 79.3 -77.6 60 I.. .. -90.9 I -87.0 1 -84.3 1 -82.2 1 -80.5 uengm or tna tone. I urro or ieast.owiaing wtoui or .4n, wmmnever is smauer out nut. ,ems than 3 feet ( h = mean roof height in feet). These Tables are not to be reproduced without written permission by Robert Monsour, PE. . . . . •.• . . . . . . . . . . . . . . . . . o. AN 80/. REbJ.WC9i10N CFgLOA'CS SKOGAJN ABOVE MAY BE TAKEN FOR FLAT ROgrF"M I -Miami Shores Buildinea Department jProduct Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure Size Yes / Ni Yes / No Yes / No (+) PSF (-) PSF (+) PSF (-) PSF r 0 7 - u2 / O5 ej 0 r Zu s4. }3. 3 -7 x 36 11 0c- Z Ujw, crw 0-1-0Z.t`i.OS 60 1 'LC 'r 1 . 1 Y N ;00 �5 0 21 4, 0S, flu ! Z LU l 3 2 3 �: 3/ . � 0 JUG F— S �{ t �J ,1 v w to l o z 1-1. 0 S 0 t Z e� � 37 ,� Z Sc. 5- Zr q . US �U t ZO 3 7 Z(0 w W: vac. r✓i — D'Lt q •05- C) t Z.C) 7 w 3 � , '7 0 Zl q . 0.5- G 1 ZU ( 3-7 * 3 9 U U 00 ES 0-7 c.r..cU w ©l _ C1Z1`{.�1 ® LG 3�? % 3 % ,e1 G :UG e-5 10 w 1:1 62 0 Z r Y- 0 i G t ZU 3`1 G ,u U r j 4 yL5 *7 — UZt+F. o U U u z-f,, Ac )0 k)0 yEs QZA4.0i ,U za x 3U X)U 13 0?_1 14. Os P, U [ ZO W p /v 0 uv vc5 i 01 - UZI -f -C U t ZC1 t r 3b1 00 •• s _TA 05 — 0-713.03 230 2-30 •• ••• . . 2 ctq-1 ���,,04� a-f- 0.03.03 2 72- ••• 1 . • .: loose 044 .. . .. . . . ... . . ... % % .. • • ••• • • • • ••• • ••• • • • • • MIA • • • • • • • • • • MMDIADE " • ' • • .. . .. . .... ' ' �' ;WAMPQAD%(!OUNTY, FLORIDA �++�+� METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION . • . . • . : • . : MAW, FLORIDA 33130-1563 ; 05)�15-2901. FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) ' • ;vw .bekfingcodeonllne.com Securities Impact Windows, LLC 975 South Conggress Avenue, Suite 102 Delray Beach, F133445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 100 Storm Safe Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W07-07, titled "Series 100 Aluminum Single Hung Wdw. (L.M.1.)", sheets 1 through 5 of 5 dated 01/29/07, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., on 02/07/07 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh„ P.E. NOA No 07-0214.05 Expiration Date: May 10, 2012 1 t Approval Date: May 10 2007 a Page 1 . ... . . ... %.. . .. %.. . . . . . . . . . . . . ....... .... Securities Impact Windows. LLC ... ... .... .... .... ... .... . NOTICE OF ACCEPTANCE: XMWENC "MITZED' A. DRAWINGS ' 1. Manufacturer's die drawings and section,%• • ; 2. Drawing No. W07-07, titled "Series 100 Aluminum S through 5 of 5 dated 01/29/07, prepared by Al-Farooq Humayoun Farooq, P.E., on 02/07/07. ingle Hung Wdw. (L.M.I.)", sheets 1 Corporation, signed and sealed by B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 2) Uniform Static Air Pressure Test, Loading per TAS 202 3) Water Resistance Test, per TAS 202 4) Large Missile Impact Test per TAS 201 5) Cyclic Wind Pressure Loading per TAS 203 6) Forced Entry Test, per AAMA 1302.5 and TAS 202 along with marked -up drawings, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050 AND 2122 dated 09/21/061, signed and sealed by Rafael E.Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 02/06/07,33 pages signed and sealed by Humayoun Farooq, P.E. on 02/07/0.7 Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance N0.06-0216.06 issued to Solutia Inc.for ".SAFELEX HIG " expiring on 03/21/2011 F. STATEMENTS 1. Statement letter of conformance, dated January 27, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 27, 2007, signed and sealed by Humayoun Farooq, P.E. Mohammed Iqbal Shaikh P.E. Sr. Building Code Compliance Specialist NOA No. 07-0214.05 Expiration Date: May 10, 2012 Approval Date: May 10, 2007 E-1 53 1/8" FALSE MUNTINS 46 3/4' D.L. OPG. (SURFACE APPLIED) MAY BE USED 14" MAX. 6" MAX. A HEAD HEAD CORNERS It II • •• • • • II II • • • • • • • D II II • •••• • • �g j, � "� • • • � II II F • • • • • • • II II jp � ••• •• • •• •• c2 B II II O ••• • •• •••••• $3 _ • o ••• • • • • O (2 � ti I I II n II � N J In ci • • • • • • • I I II I 1 II •••• mm Qi 49 1/2" o THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. EQUAL UTES TYPICAL ELEVATION TESTED UNIT EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'C' GLASS TYPE 'D'j GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2' 32' 37' 42' 4 "" 53-1/8' 26• (4) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 80.0 120.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 120.0 7DO 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 60.0 120.0 70.0 70.0 80.0 60.0 80.0 120.0 7000 7000 80.0 120.0 70.0 70.0 _ SOO 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 1 70.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8" 26-1/2" 32" 37' 42" 48" 53-1/8" 38-3/8" (4) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 . 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 50.0 120.0 70.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 a0.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 1 70.0 70.0 80.0 50.0 80.0 120.0 70.0 70.0 W.0 120.0 19-1/8" 26-1/2' 32 37' 42' 48" 53-1/8" 50-5/8' (6) 70.0 70.0 00.0 80.0 80.0 120.0 70.0 70.0 1 80.0 120.0 70.0 70.0 00.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 W.0 50.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8' 26-1/2" 32" ' 42" 42 48' 53-1/B' 6 (6) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 90.D 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 $0.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.o 80.o ao.o 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8' 26-1/2' 32" 37' 42' 48" 53-1/8" 74-1/4' (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - I - 80.0 1 80.0 80.0 120.0 1 70.0 1 70.0 80.0 120.0 19-1/8" 25-1/2" 32' 37' 42' 4a" 53-1/B' 78" (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 1 70.0 80.0 120.0 70.0 70.0 80.0 W.0 80.0 120.0 70.0 70.0 80.M12 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 70.0 70.0 80.0 80.0 60.0 120.0 70.0 70.0 iO - - 80.0 80.0 80.0 120.0 70.0 70.0 - - 90080.0 80.0 120.0 70.0 70.0 SHOWN EXT.(+) LOADS REQUIRE ADD -ON SILL RAMP REDUCE Err.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. E.g, DR-HUMATOUN FARO•• SiR'JCTURE$ iLA. PE / APprrvM ag cuc:p�L, .� .8557 CAN. 3538 �(iAa�•S �IaMtMlktCwt�•1 S � dl •• .•• • • • ••• •• •••• • • • •.•••. • OR:** • •• •••••• • 1/8' ANN. GLASS 00.000 090" IRITERLAYER • • • • �f�Li(/KEEPSAFE MA(MASIR �• ••� BYLUTIA' •••••• • •• ••• • /8" ANN. &AE9000 • • • • • • • • � • • • • m � SILICONE DOW CORNING 995 GLASS TYPE 'A' 3/16' ANN. GLASS .090' INTERLAYER SAFLEX/KEEPSAFE MAXIMUM BY 'SOLUTIA' 3/16' ANN. GLASS i 3 is II I SILICONE LIXDOW CORNING 995 GLASS TYPE W 53 1/8' WINDOW WIDTH 46 3/4- FALSE MUNTINS D.L. OPG. (SURFACE APPLIED) 14" MAX. MAY BE USED \ n HEAD O II II n it r I u rl II II n u O n u G x O II n u II II z 3 II n 8 I u i n 0 C CORNERS O 49 VENT WIDTH -I col UNEQUAL LITES (ORIEL TYPE) TYPICAL ELEVATION TESTED UNIT 1/8' TEMP. GLASS 1/4" AIR SPACE 6" H.S. GLASS 1/8" H.S GLASS .090' INTERLAYER .090" INTER' SENTRYGLAS PLUS SAFLEX/KEEPSAFE MAXIMUM BY 'DUPONT' BY 'SOLUTIA' 3/16" H.S. GLASS 1/8' H.S. GLASS p i m i m 3 rn 8 )W CORNING 995 GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' CLASS TYPE 'B'l GLASS TYPE 'C' CUSS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) I EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 26-1/2" J2" 37' 42' 48' 53-1/8" 50-5/8. (5) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 B0.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 a0.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 1 70.0 70.0 80.0 120.0 19-1/8' 26-1/2' 32. 37' 42 53-1/8 63" (6) 70.0 70.0 80.0 80.0 ao.o 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 00.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 8n_.n 120.0 70.0 70.0 80.0 80.0 60.0 120.0 70.0 70.0 80.0 120.0 - - 50.0 50.0 50.0 120.0 70.0 70.0 80.0 120.0 50.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 60.0 60.0 80.0 120.0 70.0 70.0 - - 19-1/8" 26-1/2' 32' 37' 42" 48" 53-1/8' 74-1/4" (8) 70.0 70.0 1 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 90.0 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 60.0 60.0 80.0 120.0 70.0 70.0 - - 60.0 80.0 120.0 70.0 70.0 - - - - 60.0 60.0 80.0 120.0 70.0 70.0 - - 19-1/e' 26-1/2' 32' 37" 42" 4a" 53-1/8' 78"--60.0 (a) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.o 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 70.0 �80.01zo.o 120.0 60.0 80.0 120.0 70.0 120.0 - - 60.0 60.0 80.0 120.0 70.0 70.0 - - - - 60.0 60.0 80.0 120.0 70.0 70.0 - - - - 60.0 60.0 80.0 120.0 70.0 70.0 - - - - 60.0 60.0 80.0 1 120.0 70.0 70.0 - - SHOWN EXT.(+) LOADS REQUIRE ADD -ON SILL RAMP REDUCE EXT.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP. NU. In rlVftn Mbr] INUIUIE NU. OF ANCHORS PER JAMB. 1/8' H.S. GLASS .090" INTERLAYER j� SENTRYGLAS PLUS \` BY 'DUPONT' 11` r1/8" H.S. GLASS STRUCTURES RA. PE / 15557 CAN. 3535 )NE� X SILICONE CO \uI CORNING 995 `` (1/ DOW CORNING 995 GLASS TYPE 'E' 1 � F o - O. '6 Li b k__ D bi,w'�l'D-de drawing no. D W07-07 • TYPICAL ANCHORS _ SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR ANCHORS 4 U SEE ELEVS. FOR SPACING I A� 1� o BY WOOD z ,Y WOOD BUCK j ' METAL MWAI-DADE COUNTY APPROVED m Z m d e • STRUCTURE MULLON h MULLION ANCHORS $ R C 1- J SEE SEPARATE NOA �n W < Q i N a O o cOi 0-1 . • • d 0 • • • p _ 00 • � ' \� \N \� V (Lim O ••• •• • •r--� • S •••ii�r�'ii 1 -I MWC, [ IL TYPICAL ANCHORS 21 SEE ELEV. FOR SPACING 0 N • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ci u• i M � ••• • o •• ..J 0MQ • 1 4" TAPCONS BY 'ELCO' Z{y ,-,y1 loose •V. • I • � QW•ifF • • , • INTO 29Y WOOD BUCKS OR WOOD STRUCTURES Do**: : • • • i. • • /B FH SIAS 1-3/8" MIN. PENETRATION INTO WOOD 2 LATCH • 5 • / THRU 1BY BUCKS INTO CONC. OR MASONRY � m I T • • • • e • • • 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY ; • • • 1 OPTIONAL TO • • • • • • SPRING LATCH DIRECTLY INTO CONC. OR MASONRY c, 00 • • • • • • • • 16 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r Zv awA {,�ti • I #14 MC OR F DRILLING SCREWS a � 5 INTO METAL STRUCTURES y (U O STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) d w m a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z 6E. n Sm 3 W 4 i 19 ii #1 SMS OR F DRILLING SCREWS S K > e ' INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") w W n w -j (NO SHIM SPACE) y N rn in o TYPICAL EDGE DISTANCE O INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. 5 tt 1 INTO METAL STRUCTURE = 1/2" MIN. I, 8 1 N B SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 10 - SILICONE OR ACRYLIC SEALANT. o CO 19 i 9 i WEEPHOLES: W2 I 0 I W1 = 1/2" LONG NOTCH AT EACH END ` • W1 AT 3" FROM EACH END 0 2 12 W2 - 1/4" WEEP HOLE WITH PIASTIC BAFFLE °c 2 AT 8-1/4" FRGM EACH END AND AT CENTER • d Engr. DR. HUMAvOUN FARDDa 1 - d: ° a• STRUCTURES i e d •. . d • RA. PE / 16MY c • C.A.N. 3538 "' ' - - a • • d • ° • d • a • /e SMS a Mww' D • r 2 PER BRACKET WOOD BUCKS AND METAL STRUCTURE NOT BY S.I. WINDOWS , 9 2007 g mdaa" Ligon drawing no. " MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM y' � W07-07 AND TRANSFER THEM TO THE BUILDING STRUCTURE. she6t 3of $ • ITEM / PART / RfiQD. DESCRIPTION MATERIAL YANF./SUPPWER/REMARKS 1 SM'101 1 FRAME HEAD 6063-T6 - 2 SIW102 1 FRAME SILL 6063-T6 - 3 SIW103 2 FRAME JAMB 6063-TB - 4 SIW104 1 FIXED MTG. RAIL 6063-T6 - - 5 SIW105 1 VENT TOP RAIL 60fi3-T6 6 SIW106 1 VENT BOTTOM RAIL 6063-T6 - 7 SIW107 2 VENT SIDE RAIL 6063-T6 6063-T6 - - 8 SIW 108 AS ROD. GLAZING BEAD (7/18' GU55} aA SIW1 I2 AS ROD. GLAZING BEAD (3/8' GLASS) 8083_75 _ BB SIW117 AS R00. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - 9 SIW109 2/VEM VENT LATCH O 9-3/4" FROM ENDS 8063-76 - 10 - 1/UTCH LATCH SPRING ST. STEEL - 17 SIW71J AS REOD. GLAZING LEG SPACER SAMOPRENE - 12 SIW 124 1 SILL RAMP 6063-TS I4 - 4/ vtalT VENT GUIDE NYLON _ IS E2021 BKN4020 AS REOD. GUSING BULB VINYL NEOPRENE ULTRAFAB 16 i10 % 1-1/2' 20 FRAME h VENT ASSEMBLY SCREWS CRS PH SMS 17 - 2/VENT SWEEP LATCH (OPTIONAL) ZAMAK BUILDERS HARDWARE 18 W2J201NG0000 AS REOD. VENT W'STRIPPING O EXTERIOR (.187"W X .200"H) - ULTRAFAB OR EQUN. 18A WJ3321NG0000 AS REOD. VENT W'STRIPPINC O INTERIOR (.187'W X .J20"H) - ULTRAFAB OR EQUN. 19 CIB301NW AS RE00. BULB W'STRIPPING O VENT HORIZ.( .18TW % .300"H) - CENTRAL PLASTICS 20 9388E AS REOD. FRAME SILL W'STRIPPING (.18'W X .J25'H) POLYPROPYLENE CENTRAL PLASTICS 21 - 2/VENT SPIRAL BALANCE UNIQUE BALANCE 22 - 1/ BAL. ULTRAUFi BRACKET STEEL _ 23 - 2 SASH STOP - NOT SHOWN 24 - 1 7/18" BOX SCREEN - OPTIONAL �U 0 I 0 Z 3 • z Q f m a 0 W p IL 2 w • • • d J • • • a ••• 08 • • • • • • MKMA-DADE COUNTY 0 p • • • • • • • • • • •APPR,D CLIPPED MULLION a 'O ; e SEE •SEPARATE NOAb� • • • • TYPICAL ANCHORS 0 0,40( aD • • • • • • • SEE ELEV. FOR SPACING O m 1- - S • ••• •••• • •••••• LL=N�a • J°zIn M(yaj • •• • •••• a W e1f • • • • • - - - -- -- - • • �; _ 3 J N m • • • • • • • _ • >Z • __-_ • _ ___ 0O • ••• •••• • • j Z v EXTERIOR V U to J tl WINDOW WIDTH WINDOW WIDTH �. W z � OfQ n }OW o U m o > 7 to TYPICAL ANCHORS+ U u] SEE ELEV. W y a FOR SPACNG 1/4' MAX. TYPICAL ANCHORS rn VENT WIDTH SHIM SEE ELEV. FOR SPACING I/SHIM- O FH6 SMS/TYPE B - TYPICAL ANCHORS 1/4' SHIM 16 7 14 22 LFS:-MAC MAX*r 21 O IB METAL e q - _ _ _ _ _ _ WOOD B K g p STRUCTURE �R n W000 STRUCTJ y p c sdBY - .WOOD BUCKS 3 EXTERIOR v ' Engr. ON. HUMAYOUN FAR000 q f STRUCTURES M. PE / 16557 c D.L. OPG. (FIXED) CAN. J538 n WINDOW WIDTH OfO Divutw wtrol drawing no. ED J 7 2001 By-` "�` W07-07 sheet 4 of 5 • • • • • • j^-3.000 1 .623 r .812 .812 IrC7 1.749 1.177 f 1.177 1.125 LL_ -ill I-1 .216 .288 3.062 -�1 FR E• Ind GLAZING BEAD 0 GLAZING BEAD • 1.2f� • • s • •T8- •• • • 1.448 2.562 • 078 • • • • • JL.078 • • +366 • i.000 • • • • • • 1.248 ..•. QQ • MEETING*RAIL • • . • 2.375 �••.• is1%�--•• •• •• 3.167 • • . • • • U • FRAME JAMB r• . 1.500 • • .078 L 2.312 1.248- i Q5 VENT TOP RAIL 1. n VENT BOTTOM RAIL 1.373 -{ 1.248 8 --I.561 VENT SIDE RAIL 1.1zz 1.304 .078 1.495 .760 VENT LATCH I-� 1.664 -^{ 2 I 467 -{ 72 RAMP 1 lJ FRAME SILL 16 GLAZING BEAD 41 16 VENT BOTTOM CORNER 'WN FAR000 t a JRES 16557538 G Fturi:::::.•.... .. J Date_ OS/o N9nc_,- p-7�•�I c 3 2v07 M' c alnt drawing no. - wo MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION . . ... . , . ... . . . . . . . . . . . . ... . . . . .. . •. • • 11QIAMI-I.1DE COUNTY, FLORIDA NiARO-110E %AGLER BUILDING • 149 VKK FLAGLBR STREET, SUITE 1603 "' MIA11, AORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) " ' ' Transparent Protection Systems, Inc. ; •. ; 6643 42°d Terrace North West Palm Beach, FL 33407 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: Clear Polycarbonate Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 04-342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, 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: 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. 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 # 00-0524.14 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helny A. Makar, P.E. o� A, 44�1 NOA No 04-0413.03 o Expiration Date: 07/19/2009 0 q / 0 2 /200 !f Approval Date: 09/02/2004 Page 1 • . .•. . . • ..• . . .•• • • . • •.. Transparent Protection Systems. Inc. • • • ... .... .... . . .• . . . • . . . . .. . .. . .... NOTICE OF ACCEPTANCE: EVIIIEICE StJBA=TEU * .... . .. ... .. 1. EVIDENCE SUBMITTED UNDER PREVIOUS•QPKQVfk jA #05Ng14 A. DRAWINGS • • . . • %... 1. Drawing No. 00-246, titled " Clear Polycarbonate Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 14, 2000, last revision #1 dated June 7, 2001, sheets 1 through 3 of 3, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Clear Polycarbonate Storm Panels, prepared by Construction Testing Corporation, Report No. 00-045 dated October 31, 2000, signed and sealed by Yamil G. Kuri, P.E. 2. Report on panel thickness of Clear Polycarbonate Storm Panel, prepared by Construction Testing Corporation, dated April 9, 2001, signed by George Dotzler. 3. Test report on Self Ignition Temperature, Rate of Burn, and Smoke Density Tests of Clear Polycarbonate Storm Panels, prepared by ETC Laboratories, Inc., Report No. ETC-01-753-10724.0 dated June 13, 2001, signed and sealed by Joseph L. Doldan, P.E. 4. Draft Test Report on 900 hours of the 4500 hours exposure of the Accelerated weathering of Clear Polycarbonate Storm Panels, prepared by PRI Asphalt Technologies, Notification No. PR701041, dated June 13, 2001, by Don Portfolio. C. CALCULATIONS 1. Anchor analysis and shutter calculation, dated December 14, 2000, Pages 1 through 38, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATION 1. Letter from GE Plastics, signed by Mr. Doug Hamilton, dated April 30, 2001, with comparable data between Lexan Sheet 9034 and Lexan resin 103. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 04-342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E. • Helmy A. Makar, P. E. Product Control Examiner NOA No 04-0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 E-1 • ...so so • ... . Transparent Protection Systems, Inc. ; ; • ; ; ; ; •; • • •' • • •'. NOTICE OF ACCEPTANCE: LVIbENCE SUBMITTIEW B. TESTS 1. None. 0. • ......... • • • • see . see C. CALCULATIONS 1. Anchor calculations dated June 30, 2004, 20 pages, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. Helmy A. Makar, P. E. Product Control Examiner NOA No 04-0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 E-2 12.00" COVERAGE 13.00" COVERAGE t :.104" MIN. (TYP.) AT LABEL 1.75" t = .104" MIN. (TYP.) 2.25" FACES TYP. LOCATION I ALL FLAT I FACES LOCATION TYP. i O ' .00, N t = .093" 00 MIN. IAGONALS 00 .00, t = .093" 2.00" MIN. (TYP.) DO ALLALL DIAGONALS 14.46" 15.41" •ORM PANEL • • , SCALE: 3" = 1' - 0" • • •• • • •••• ••• • 6.00" COVERAGE " 2.25 LABEL 980" LOC 71ON / .300" 1 0" 10 125" 2.00" c 00' ALL FLAT I R .110" c FACES a DO MIN. (TY,P.) 00 2.D0" o .110" ALL DIAGONALS 7.69" (6061-T6ALUM.) 2.001,270" .175.. IRMEDIA OSTORM PANEL SCALE: 3" . V - 0" STORM PANEL OSCALE: 3" 1' 0" SUPPORT STRAP (a)SCALE: •T BAR OSCALE: KEYHOLE WASHER ©SCALE = - 1,00" MIN, 2.00" MAX. 3" = V - 0" 3" = V - 0" : HALF S1ZE .460" .250" .198" .125" 00" 0 374' .250" I 624' .1B8" 310'• .107" .081 677" .249" 1/4-20 .62S" STUD x 3/4" [m 295" GENERAL NOTES: • • • • • • • .085ff.050" r c c O N 61, ,093"OTYP. 64 •1• "ESE APPRS\AIL DOCUMENTS p�gRESEyT A SHUTTER SYSTEM ANALYZED WITH .o .38'7-4--�I .280" r .260" THE PROVISION oET OR THE SlTA�1l'E�OF A NOTICE OF ACCEPTANCE (NOA) BY .880" �! ,145•• • • •tOAMI-DADEf[OUN7Y PRODU CORfROL DIVISION FOR THE FLORIDA BUILDING .093" TYP. .096" MIN. TYP.. .100 1.00" • CODE (FBC), THE HI VELOCIT FlMM10A1NE ZONE (HVHZ). VAMAC 3 ALLOY) 4.00" On •AN ALLOWAfpK ZZRESS INCREV HAS NOT BEEN USED IN THE DESIGN OF THIS FFPFF��qRRODUCT XpC(1E�7"FOR WOOD,ryA1NpC AF0y3�giT�.ANALYSIS WHEREIN A LOAD DURATION OW�HERED WINGNUT OBUILD-0UT F-TRACK O•P TRACK 10 •B P TRACK (W �� C-TRACK (PRE -STUCCO) 13 STUD ANGLE TOR 1 • • •1TIND LDOADS AND O �D COMB NaCT(0�5 WITHIW NDL PROVISIONSTHE 0 N STANDARD (NDSI FOR SCALE :HALF SIZE SCALE :HALF 512E SCALE: 3" = 1' - D" SCALE: 3" = 1' - 0" SCALE :HALF 512E SCALE: 3" = 1' - 0" 3. (THESE NE DOCUMENTS A AND fArf Ty"Wy� ETHI E LOADS IN USE WHEN REFERENCING (� 1 2 ' - 677" 630" 0. THESE DOCUMENTS IN AC CORDAN=E:-WI THE GOVERNING CODE AND GOVERNING IL-J �pRO e • • WIND VELOCITY.• • •• /300" .107" 249" 1 4. THESE APPROVAL pDCUMENAM? MERIC AND DO NOT INCLUDE INFORMATION (6053 ALUM) OR 3 I 00 625"• 750" t72 750" MIN .081" , FOR SITE{OPfIFI`APPLICATIIWN OF THIS SHUTTER SYSTEM. 55 USE OF THESE APPROVAL Dpp��U�M.yEEAf'� SHALL COMPLY WITH CHAPTER 61G15-23 1/4• RIVNUT 1ID0- 1/4-20 MACHINE SCREW "' • • OF THE FLOOI",%PMINISTRATIYE'CODES 75 SCALE : HALF SIZE \\ i 14 SCALE : HALF SIZE .100"r016" 260" 6. THESE AP*ROYAL D CUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR 92" PROVIDED T�iG TRACTOR C)DES NOT DEVIATE FROM THE CONDITIONS DETAILED BEAM LENGTH = 5' - V MAX. / BEAM LENGTH . 5' - 1" MAX. HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES 9 R 10 R IYPICAL.TOP BOTTOM TYPICAL OC-TRACK (FINISH) DETAILED HEREIN. T1,7.,1�} 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID q,�IS p5 11 R12 OR�L C8� SECTION 6� I 12 SCALE : HALF SIZE THE APPR VA 0 L DOCUMENTS. S. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, V%HICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. B) REQUIRE THAT ONE-TIME EIUCOVOPAND RED ROM THMIAMI-ADECOUNTYPRODTCONTRLDIVISON. VIEWE WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY, OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL, 7 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF DNE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED R AS FOLLOWS: TRANSPARENT�PR TEECCqT(IIJJO{{,,N�MIE ,INC- 14 MIAMFDADE COUNTY ARDOUR CONTROL APPROVED 10 ALL GALVANIZED ORREWS AND STAIINLE S STEELRS WITH AALL MINIMUMOTENSILE STRENNUM GTH OFLOY 60 KSII.. 11 THIONIMUM CKNE SRM NA PANELS DON COMPONENTS1 BE EXTRUDED IN CLER SY�RBALL EXTRUSIONS (SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 12. MATERIAL SPECIFICATIONS: ALL POLYCARBDNATE PANELS SHALL BE FABRICATED FROM 100% GE SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN NUMBER 103-112, WHICH IS COMPARATIVE TO GE LEXAN POLYCARBONATE SHEET NUMBER 9034 AS APPROVED UNDER MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE NUMBER 03-0924.0 ,TRENIFy 00I.IFTENSILE SG 8P.S.I., FLEXURASGTH b.129PSI., FLEXURAL 328:700P.S1 13. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH FLORIDA BUILDING CODE TAS 201 202 AND 203. MAX POSITNE DESIGN LOAD . + 72.6 P.S.Q. MAX. NEGATIVE DESIGN LOAD s - 72.0 P.S.F. 14. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 15. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 16. AT LEAST ONE PERMANENT WARNING LABEL PER PANEL SHALL BE PLACED WITHIN 12" OF THE LOWER LEFT CORNER OF EACH PANEL FOR ANY JOB PERMITTED USING THIS MIAMI-DADE COUNTY PRODUCT APPROVAL. THIS LABEL SHALL READ AS FOLLOWS. 'WARNING: THIS STORM PANEL SYSTEM WONT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND STRAPS ARE PROPERLY INSTALLED. 102 "! a I_ &R 10 OR) "�i p(RO 11 R120R 13 O 3 EL-7 TYPICAL ELEVATION FOR SECTIONS A, C & D SCALE: 1/2" = 1' - 0" EL-2 TYPICAL ELEVATION FOR SECTION B SCALE: 1/2" - 1' - 0" PRODUCT REVLRED Is"m pb ing with the rimme Baidieg Code A-t-No 04--04.)3 •e3 In LAJ ' • •••• ' E • • • 14 • RISTINCi • I • •1 4 GLAZING* • 1 ' TO OLIITI I • n • I ' T Cy V• LI •• • J • =10• •• OWAJ. MOUNT SECTION SCALE: 3" = 1' - 0" OBUILD-OUT MOUNT SECTION SCALE: 3" = 1' - 0" ) FASTENER TYPE DESCRIPTION BLOCK MIN. CONCRETE MIN. WOOD MIN. EMBEDMENT EMBEDMENT EMBEDMENT 1/4"0 ELCO TAPCON /4"0 ELCO CRETE FLE 1-1/4" 1-1/4" N / A U.O.N. INIMUM 330pp A .S.I. CONCR1/4"ETq ALL POINTS SOLID -SET ANCHOR WITH WITH 7/8"/8" EMBED. 7/8" 7/8" N / A B L 1/4-20 STAINLESS STEEL MACHINE SCREW tMIMMUM3000 RS.I. CONCA(:fq * 1/4"0 ELCO TEXTRON MALE/ FEMALE "PANELMATE" 1-1/4" 1-1/4" 1-7/8" ,k & 1/4-20 MACHINE C SCREW WITH NUT SUM 3.300 raaIN!NCRETE) 1-3/4" 1/4"0 x MIN. 2-1/2" �� LONG WOOD LAG N/ A N/ A 1-3/4" ORSPER ENDICULARLTO D GRAIN (G= .55 MINI, U.O.N. FASTENER 3/16"0 ELCO TAPCON (d 8" O.C. —tom OR 3O O —EXISTING u GLAZING _ 2-3/4" MIN. SEPARATIONTO GLASS S4 x R I J ANCHOR — TYFE SPACING 14 I A 12" 7 B 12' C 11" �,_._..l" ,�� 0 8" II d GLAZ (d 12"�llO.C. 1/4" MAX. XISTING CONCRETE EXISTING CONCRETE HOLLOW BLOCK OFF HOLLOW BLOCK OR -1/2" MIN WOOD FRAMING WOOD FRAMING DGE CIS OWALL/ FLOOR MOUNT SECTION OWALL MOUNT SECTION SCALE: 3" = T - 0" SCALE: 3" = V - 0" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. EMBEDMENT OF FASTENER SHALL ONLY INCLUDE THE THREADED PORTION. EDGE DISTANCE SHALL BE AS NOTED ON DRAWING OR SPECIFIED IN THIS NOTES. 3 EXISTINGWHERE FRAMING O CONDIITIONSVARY FIELD VERIFY TH T F FASTENERS AAE INTOA EQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 4. WHERE ELCO PANELMATES OR LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" IMIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR PRODUCTREVISED GREATER DENSITY. �� OPwIM Iie FINiib S. MACHINE SCREWS SHALL HAVE MIN, OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND SHALL HAVE A WAFER HEAD (SIDEWALK BOLT), Bolding Code Bolding Cade DafeG 9 6 SIGNATES ANCHORW WHICH ARE REMOVABLE BY REMOVING MACHIINE SCREW, NUT OR SHE ED W NGNU . 7. ALL CLEAR POLYCARBONATE PANELS TO BE MOUNTED TO. EXTRUSIONS MIfb Cad (Q 6" OR 6-1/2" O.C. Div6fon ER�(4J a TT OPLAN VIEW FOR SECTIONS A, C & D SCALE: 3" . V - 0" OPLAN VIEW FOR SECTION B SCALE: 3" . 1' - 0" e p1m. ALL INSTALLATIONS MUST PROVIDE FULL PANELS OR HALF PANELS AT ENINGS TO ENSURE THATN E ASSEMBLY CLOSURE 5 HAS POSITIVE COCT NS AS SHOWN IN ABOVE AN VIEW DETAILS �E a �F . PRODUCT' REVISED .roorpw"wYidoFkdb B.Idlej Cade A—pte.ae No — O 0 3. • f E:p4aHo•Daft 09 B r Mieetl Ce.bd ..,h . v.]. . . . . . . . . . . • ... . MIAMFDIADE • •. . , MIAMI-DADE COUNTY, FLORIDA '*00 ' • • ME1e0-DAbE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • �. ', i4d2VST ftAGtFR STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) ; • • • • ypM.huildingcodeonline.com • Town &Country Industries, Inc. 400 West McNab Road • • Ft. Lauderdale, Florida 33309 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: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05-353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. 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: 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. 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 # 03-0421.13 & consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. Xlf7 � ��� NOA No 05-0713.03 Expiration Date: 11/16/2010 o/Zoo 6 Approval Date: 02/16/2006 Page 1 .. .. . . . .. .. . . . . . . . . . . . Town & Country Industries, Inc. : : :. . : : • • • • • . • .. . NOTICE OF ACCEPTANCE: EVIDENCE AU* BMrtTEf .. . . . .. .. . ......... . 1. EVIDENCE SUBMITTED UNDER PREV;(3Lf.S �Pf RqNA7. #00 0809.03 A. DRAWINGS: 1. Drawing Number 00-159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 0&28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 0711212000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 0612612000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0421.13 A. DRAWINGS 1. Drawing No. 03-259, titled " 0.050" Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. Aelmy A. Makar, P. E. Product Control Examiner NOA No 05-0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 E-1 .. .. . . • .• •. . . . . . . . • . . . • . ... . . . . . . . . . . . . . Town & Country Industries. Inc. . .. ... .. . .. . .... .... ... .... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEf) . .... . D. QUALITY ASSOURANCE ..... • • • ... . .. . . . . .... .. 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05-353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton-Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. l3elmy A. Makar, P. E. Product Control Examiner NOA No 05-0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 E-2 a LABEL Q LOCATION �. 2.02" 2.02" 2.02" 1/4-20 MACHINE Q 2.250" �n--� .060"3.00" MAX. 2.250" 1/4-20 MACHINE CREW Ca112" O 1.05" .062" UD 1.05" MIN. ? a, (TYP.) I - : 2.250" ° - DIRECTION MAY TU DIRECT ON MAY .+ o (TYP. o ry o BE REVERSED) 8E REVERSED)o .07" 0 {1.1�7" 07" o N N .094" T P. .094" T P. ,o� .101" .094" o y o SEE NOTE rv' SEE NOTE :`i r ' 094" v�- .094" = •125" TYP. N 1" .091" TYP. No. 10 a .094' ` P' .120" o k L No. 10 1. 7• o 11 rvi m o uoi ' i o o m� ry o f 062" .125'• ry P.062" I 2.00" MIN. 2.00" Q N. P.062" .375"ry ry o 5.00" MAX. F" F` 12.00" COVERAGE �6.000" COVERAGE 062 0 14.375'" 8.332" 2.030'• 000" .375" 2.020" •250" Q • • CORM PANEL a HALF STORM PANEL O'M HEADER O'U" HEADER 3a BUILD -OUT -W HEADER O STUD ANGLE O STUD ANGLE • • • �;,� SCALE : 3" = T- SCALE : 3" = V-O" SCALE : 3" = V-0" SCALE : 3" = 1'-0" SCALE : 3" = V-0" SCALE : 3" = V-O" SCALE : 3" = 1'-O" • • 0060. • • •• • • • • • 7� • 1.525" 3.385" MAX. ,190" .376" .376" ,,g .190' i l • • • • • 1/4-20 Md1811►1f 12 "TYP. .866" .886" - SCREW Cdi2" 0.0 (STUD .37:" R .524" 24•• .092" .177" .440"W,563"O DIRCTIONyAY.090" .0901, 313".452" 655" 313" .465" .65BE RVERSE) )TYP,•150150"465". 55" 215••215"N215 .215"a • 0.090" (TYP.) 0.090" (TYP.) 091'• • 1.00" MIN. • SYM.315"090'• .a 090" • • • • • 15" R YM ,Y- (20 GA. GALV. STEEL GR 40 88" OR 0.050" 6063-T6 ALUM) 5.00 RX� / /� • • • • • • • • .700 2.00" `LEG DIRECTION MAMAC 3 ALLOY) KEYHOLE • 4b STUDJWGLE�q(AIE . OC-TRACK (FINISH) 6a C-TRACK O BUILD -OUT F-TRACK O'P TRACK ga 'P ANGLE -TRACK OWING NUT O WASHER I� • • • SALE :� V-0" SCAlE : 3" = 1'-O" SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE :HALF SIZE 0 1 EWHTIH•I OSISION SEyT �RpTp1NERe59p1ANCE OF A NOT) E OF ACCEPTANCE (yNOA� • • • MURRrANNO�N�IHVHZI OF TFIE FLORIOA BUILDINIG ICOUE 2004 E HIGH VELOCITY 2. NO INCF�DS[••1 ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR CA = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. U 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 3 THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. y 4. FOR SITE -SPECIFIC APPLICAOTI[ON OF GENERIC AND SYSTEINCLUDE INFORMATION 3I S. OF TMF THESEFLORIAPPROVA TRAJUMENTSIVE SHALL COMPLY WITHCHAPTER61G15-23 6. THESE EOPTNE CONTRACTOR SOOESENOTTOEVIATE FROM THFC ONDITIONS OETAAILEO HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES i DETAILED HEREIN, FASTENER Cal 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. L Cal 8" O.C. FOR DESIGN LOADS GREATER rWZ THAN 110 P.S.F. (SEE ANCHOR SCHEDULE Fes¢ FOR ANY ACCEPTABLE ANCHOR) zu% 1/4" MAX­Y "MAX SIDE Z PLANUNT wZ .. VIEW ¢a 1 ALUM. ANGLE - 1 _ a EXISTING CONCRETE, CLOSURE PIECE -- HOLLOW BLOCK OR 1 x 2" x 0.125" MIN. TO �Lmax.. SEE STORM PANEL SPAN�SEE STORM PANEL SPAN WOOD FRAMING. 2" x 5"' x 0.125" MAX. -EXISTING CONCRETE, SCHEDULE -TABLE 1 HOLLOW BLOCK OR TRAP MOUNT CLOSURE DETAIL WOOD FRAMING. SEE TYPICAL HORIZONTAL ELEVATION ANCHOR SCHED. BASED SCALE: 1/4" = T - 0" /-SHUTTER OVERLAP SHALL BE ON TYPE OF STRUCTURE 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID (PERPENDICULAR TO j THE APPROVAL DOCUMENTS. PANEL SPAN) S. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL PoCCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE P. TYPICAL SECTIONS TOP MOUNT OF THE FOLLOWING OPTION PTION51 A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL,315"0 AND JUSTIFY T-� THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. ` \`. B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND w w 1.00" SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION Z m \ WHEN THE SITE CONDITION DEVIIATIONS OCCUR WITHIN THE HIGH VELOCITY MUR RICANE Q ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. Q Q I I VIEW 650"0 \ 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A K MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED O 0 I w '�ILEY HOLE SLOT' / AS FOLLOWS: TOWN 6 COUNTRY INDUSTRIES, INC -_- FT. LAUDERDALE R. MIAMI-DADE COUNTY PRODUCT APPROVED 7 N 10.FOL LOWING MINIMUM THCKNESS AND MECHANICAL4PROPERTIESALNOMINAL u N 0 050E 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N A E Q ,315"0 /•'/ II 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. N /' 5„ / 13. DTOP L BOTTOM DETAILS SHOWN MAY BEZ IONTER HANGED AS FIELD CONOITIONS FOR Ah EANO NU HEADER MOUNT ING CONDITIONS�Y WHERE APPLICABLE, EXCEPT .650"0 /•' (TYP.) BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" \ /\ J1�1/4•• v �J MAX. ALUM. ANGLE i ASTENER Cal 12" O C. FOR CLOSURE PIECE ANCE1" x 2"x 0.125" MIN. TO !3�UILTD-OUTT DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 8" O.C. 2" x5"x0.125" MA%. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR EXISING CONCRETE, W SCHED. FOR ANY ACCEPTABLE HOLLOW BLOCK OR WOOD FRAMING. SEE •• MIN' ANCHOR SCHED. BASED m ANCHOR) I w ON TYPE OF STRUC. > BUILD -OUT MOUNT CLOSURE DETAIL 1/4" MAX. 1/4" 7 PRODUCT REVISED tleomplyfoQw$iIYePNIid• MAX. DoWTee Code Ae ep:-N"a o5- D 3.03 EXISTING CONCRETE, Eapind°�a1e O HOLLOW BLOCK OR WOOD FRAMING. DY WALL MOUNT CLOSURE DETAIL Mu I Dade c1cowm1 Dk4be TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1-1/2" = V-0" A W Ylo 0" a EXISTING CONCRETE, EXISTING CONCRETE, HOLLOW BLOCK OR HOLLOW BLOCK OR o WOOD FRAMING CONNECTION TYPE WOOD FRAMING REFERENCE ANCHOR (TYP. TOP AND BOTI SCHEDULE FOR MAX. o MB.SPACING - /2" 2 1/4" MAX. L� N wa W F l7 w N EXISTING• zI J w0 GLAZIN • • • • • i • • • • 0. Q • EE MIN. • F ~ EXISTINGG $TO RM PT.NN9�!C • • 0: ' GLAZING • • • •FROM EPARA GLASS • • 1 of "� w0 TABLE 2 • • • O x z [FRI, •••• • w€ • EQ • • ION ••• ! 4b ' •? w • •y • • • • • MB.,'� • • • O •� 1/4" MAX. o • 1-. CATMlCTION TYPE • • • • • • • • • ROf ERENCE ANCHOR '� • • • • �L�1l0.1•E FOR MAX. C7 CONNECTION TYPE ��`+ • • • • • '•� SPACING REFERENCE ANCHOR ECSTLAtONCRETE, SCHEDULE FOR MAX. • • • i • • • • HQQLL11OOWW BLOCK OR SPACING o• • WOQb FRAMING *see C2 CONNECTION TYPE O WALL MOUNT SECTION z SCALE: 3" = 1' - 0" 3 XISTING CONCRETE, v HOLLOW BLOCK OR o WOOD FRAMING n EDGE CONNECTION TYPE DIST. REFERENCE ANCHOR m O EQ SCHEDULE FOR MAX. F SPACING 0 1/4" i MAX. rn EXISTING .o GLAZIN 3 w w o` <ca IL Q o F F n SEE MIN 0. Y STORM PANEL 1 SEPARATION w w FROM GLASS vi o TABLE 2 4 4a 9 m j �Z E Q � C2 CONNECTION TYPE fl" TIONAL LEG REFERENCE ANCHOR ' eREFERENCE CONNECTION TYPE SCHEDULE SCHEDULE FOR MAX. CONNECTION TYPE SPACING O UI a ANCHORHEDULE FOR MAX.ACINGEXISTING CONCRETE,5HOLLOW BLOCK OR 1/4" MAX. WOOD FRAMING ..} I c+ �'u t; (TYP TOP AND BOTTON) o O c y EMB. u 3 EXISTING CONCRETE, Q 00 C <ma c J HOLLOW BLOCK OR EXISTING a w w WOOD FRAMING z w C3 CONNECTION TYPE GLAZING 1 0 3: 0 REFERENCE ANCHOR u O w 1 a F Mg, "-- SCHEDULE FOR MAX. SEE MIN. N j Za I L L SPACING STORM PANEL O SEPARATION of — - 1/4" MAX. FROM GLASS ywt tJ MIN. In O 1- TABLE 2 - PANEL w w O'M 1 m z RATION N x O'i' a w w E Q SS TABLE 2 •, < m /,. J vai J� m In [ aLui 'REVERSED E A EXISTING 1 ~ a s 10 GLAZING SEE MIN. w w 0 STORM PANEL SEPARATION FROMGLASS 2EMB;,;:: VI'/.O }I 1/4" MAX. E a a FASTENER @ 6" O.C. OR @ 12" O.C. ,BUT 00 NOT 5 OPTIONAL TOP MOUN e Bl NTING EXCEED ANCHOR SCHEDULE SPACING. USE O REMOVABLE ANCHORS ONLY W/ KEYHOLE 1/4-20 MACHINE BOLT WITH WASHER. LOCATE FASTENER IN NARROW 07 �L\ LOCK NUT @ 12" O.C. PORTION OF KEYHOLE WASHER Z y `OPTIONAL (TYP. TOP & BOTTOM) Cl CONNECRON TYPE �i LEG DIRECTION REFERENCE ANCHOR 2 BUILD OUT MOUNT SECTION • I SCHEDULE FOR MAX. SPACING ? g SCALE: 3" = 1' - 0" Sl © LONG WOODL LAG SCREWS ©�P TRACK/DIRECT MOUNT SECTION QaJ CALE: 3" = l' - 0" @ 24" O.C. MAX. WITH 1-3/4" EMBEDMENT INTO WOOD 1 1/2"1-1/2„ MEMBER WOOD ROOF TRUSS V.J. Knezevich OR FRAMING MEMBER r<oel� EMBEDMENT O. E0. SHALL BE PERPENDICULAR ttLkmseN rose; TO THE PANEL FACE EXISTING EXISTING STUCCO GLAZING oz :,I III FINISH OR PLYWOOD �L7 a SOFFIT 1 iny��< 1/4" O •: ',' MAX. w G iN. ° ° 2" x 5" x'V8" 1 PANEL 4 9 xX 0 x CONT. ALUM. IATION jF Qo ANGLE OR 4" 3 TEKxSCREW GLASS x 1/4" x CONT. ^ 2 ALUM. FLAT rt @ 12 D.C. a BETWEEN ry I TRUSSES o r xl. n 5 Q MAX. EE MIN. STORM 1 mQ < ci S Y PANEL SEP. FRO E 0 ,$ 1/4"0 THRU BOLTS GLASS TABLET — I" W/ LOCK NUT @) 12" O.C. — P FASTENER, SEE DETAIL E STING EQANCHOR SCHEDULE, GXI LAZING MB. " FOR MAX. SPACING z ax TWO 2" x o PRODUCT REVISED •` 5" 1/8'• Cl CONNECTION TYPE 1 9 ,n •e �Pb'IuS*1tS the FTorb• $: ALUM. ANGLE REFERENCE ANCHOR 811i•!i Code a SCHEDULE FOR MAX. 1/4" MAX. v~i Attxnce No oS_o S^ 7f3.D3 E SPACING W O E Fs Date )o a� 06/29/2005 ° CONNECTION TYPE EXISTING CONCRETE, .. m 1 1 REFERENCE ANCHOR HOLLOW BLOCK OR :qy� ASNo1m ..x C. SCHEDULE FOR MAX. WOOD FRAMING. SEE DETAIL Eo- 7 "II�� , Cw 1 SPACING Divis{ea vx C CEILING/FLOOR MOUNT SECTION S mwy e O SCALE: 3" = 1' - 0- O ASS T SECTION O L MOUNT /BUILD OUT SECTION 05-353 a SCALE: 3"" = = 1' - 0" SCALE: 3" = 1' - 0" DETAIL �E ('PASS THRIP SE{.) ANCHOR SCHEWII 1/4"O ITW TAPCON 1/4`0 POWERS 1/4`0x MIN. 2-1/2" LONG W000 LAG W/ 1-3/4" MIN. CALK -IN W/ 7/e` EMBEDMENT i SCREW SCREW W/ MINIMU (CONC.) OR 1-1/4" 1/4-20 STAINLESS EMBEDMENT MIN. (BLOCK) EMBEDMENT STEEL MACHINE SCREW SHEAR PARALLEL R PERPENDICULAR TO WOOD GRAIN CONC. I HOLLOW COHG pas 04) DaS KSO WOOD T" tz" a WOOD ROOF TRUSS OR FRAMING MEMBER 1 EXISTING STUCCO o FINISH OR PLYWOOD W ' N SOFFIT � EXISTING W o GLAZING W III 1"x4"OR I"x6" OR .062" ALUM. TUBE 16063-M • • • • SEE MIN. STORM • • • • PG :S�Fyj� Z • • t••• • • •••••• •• • 2"x5'11-1/10jONT. • • • ALUM* ANGLE •••:•• • •• W/ljt� 12 O.C.�� (m •••• •� ••• •o o • • ••••000 • _ • • k •v, ••• •••• -/ 2 o • MI . •••• ONE 1/4"Ox MIN. 5" LONG WOOD LAG SCREWS Cm 24" O.C. MAX. WITH ' 2-1/2'. EMBEDMENT EQ. INTO WOOD MEMBER TWO 1/4"Ox MIN. 4" LONG f m WOOD LAG SCREWS II I O.C. MAX. WITH m T24" -1/2" EMBEDMENT m r INTO WOOD MEMBER i 1/4" MAX. _ LL 4L27 ii14 x 3/4" N 1/2" PLYWOOD CL TEK SCREW _ Cal 12 O.C. `ao In EXISTING BETWEEN "I GLAZING _ TRUSSES qx<p --mac'^ E i TWO 1/4"Ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS C4 CONNECTION TYPE Cm 24" O.C. MAX. WITH REFERENCE ANCHOR 1-3/4" MIN. EMBEDME SCHEDULE FOR MAX. SPACING IN CENTER OF STUDS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O BUILD -DOWN / BUILD -OUT SECTION v, G SCALE: 3" = 1' - 0" YN i GLASS R DOOR w w i SEE MIN. 1 Z ro STORM PANEL a < rn SEPARATION FROM GLASS ¢ TABLE 2 a w o V7 7 i? ETAILL w O N w V y p'V x Z V w 0 W t -�< J a O O _ i Cl CONNECTION TYPE MB. REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING a HOLLOW BLOCK OR WOOD FRAMING 0 NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN ' W HEADER OR' U' HEADER TOP MOUNT OC-TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" a` PANEL SEP. FROF I7GLASS TABLE 2 TWO 1/4"Ox MIN. 4" LONG CS CONNECTION TYPE STAINLESS STEEL WOOD LAG SCREW S USE 1/4' WOOD LAG SCREW OR P 24" O.C. MAX. WITH 1/4" ELCO - MALE/FEMALE 1-3/4" MIN. EMBEDMENT PANELMATE REFERENCE ANCHOR INTO EXISTING SCHEDULE FOR MAX. EXISTING STUDS SPACING WOOD FRAMIN 1" x 4" x 1/8" x CONT. ALUM, 1/2" CONT. 3" x OR 4" x WOOD ' TYP TUBE 1k 14 x 3/4" FRAMING REQUIRED TEK SCREW 4 4b Cal 8" O.C. w 1/4" MAX. A MAX. _ MAX k J — — 9 w w w w Z J Z < m 0. a� E EMBEDMEN i O W F- 0 w F J VI 7 w w w EXISTING w = vwi u GLAZING . 0 V w SEE MIN. m 1 x z E < Q STORM PANEL E < q J SEPARATION 8 N FROM GLASS N TABLE 2 N l Z \T�7C_J MAX. .�• i Y 1/4"Ax MIN. 2-1/2" LONG •"-t 'S _ STAINLESS STEEL °j WOOD LAG SCREW Cal 12" O.C. 2" x 6" P.T. CW/ 1-3/4" EMBEDMENT WOOD BLOCKINONT. INTO WOOD BLOCKING OCEILING/BUILD-OUT MOUNT SECTION SCALE: 3" = V - 0" USER© WITH 1/4-20 x 3/4" MACHINE SCREW WITH. 675" x .675" x .125" SQUARE / SCREW HEAD , —TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1 \ /1 1/4-20 x 3/4" 1 MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD ' . 5/16" I.D. AND \ 1/2" 0.0.x 3/16" MINIMUM NYLON BUSHING OR 1/4-20 1/16" NUT (GALVANIZED) MIN. ©C-TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE '1/4" MAX. \ NNECTION TYPE REFERENCE ANCHOR E SCHEDULE FOR MAX. SPACING OBUILD-OUT(FLOOR MOUNT SECTION SCALE: 3" = V - 0" 1/2" 0.0. x 1/4" IA. x 3/16" NYLON BUSHING w OR 1/4-20 S.S. NUT N 0 PRODUCT REVISED Belding CCodeW13h PM+W Aanptnnce NeoS--O 17. 03 INAL Expcmtwa Dnte O10 LOCATION �, OF STUD 21. Da 'Conte Divw" OC-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. —TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1 \ /1 1/4-20 x 3/4" 1 MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD ' . 5/16" I.D. AND \ 1/2" 0.0.x 3/16" MINIMUM NYLON BUSHING OR 1/4-20 1/16" NUT (GALVANIZED) MIN. ©C-TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE '1/4" MAX. \ NNECTION TYPE REFERENCE ANCHOR E SCHEDULE FOR MAX. SPACING OBUILD-OUT(FLOOR MOUNT SECTION SCALE: 3" = V - 0" 1/2" 0.0. x 1/4" IA. x 3/16" NYLON BUSHING w OR 1/4-20 S.S. NUT N 0 PRODUCT REVISED Belding CCodeW13h PM+W Aanptnnce NeoS--O 17. 03 INAL Expcmtwa Dnte O10 LOCATION �, OF STUD 21. Da 'Conte Divw" OC-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. EXISTING CONCRETE. _ < {• FRAMING WOOD HOLLOW BLOCK OR= F. 2 WOOD FRAMING Q ^^� s XE GEI EXISTING CONCRETE, D 1,,:: 2';; 4••I" 0.055" 6063-T6 NON-STRUCTURAL FINISH 0 °'V)lED CS CONNECTION TYPE HOLLOW BLOCK OR 2'x S" E ALUM. TUBE MATERIAL BRICK OR WOOD 3� V REFERENCE ANCHOR WOOD FRAMING EMB ! CONNECTION TYPE MB. CONNECTION TYPE Egg o EMBEDMENT � SCHEDULE FOR MAX. I REFERENCE ANCHOR REFERENCE ANCHOR Q) a''d SPACING SCHEDULE FOR MAX. _ - SCHEDULE FOR MAX. .3— i W SPACIN /2" SPACING IT MAX. c ° 1/4" MAX. O c� c EXISTING • w F 1/2 2 1/4" MAX. H v `o GLAZING •3 Gi SSEE TOfMI YL3t�E� 3 1 a w O ':Pty- 4" MAX. Z • • SEPARapn(qIN�1 1:a Q O eN3 O • • • • • FROM GLAS-S • • • O w EXISTING LL3 F L • TABLE • • �'� GLAZING Z m in jg < EXISTING 0 2- • •••♦ ••••• wu SEE MIN. i~ GLAZING Nj V • �^ STORM PANEL 1 w ❑ V • 4 4 9 SEPARATION O J w • • • m z FROM GLASS 1 N N • •••• 1 E a TABLE 2 w w N • • • • • J'^ 1/4" EXISTING CONCRETE. N = m Z •• • • • • • • MAX. HOLLOW BLOCK OR . N S E a J • • • WOOD FRAMING 9 N 01 N 1/4-20 S.S. BOLT w F �' x Z all • • • • A NUT 0 11" O.C. m N E Q 6c. � Cd • 2" x S" x 1/8'• w 0 _ 4 4C 9 m 0. a 8a a�'+ • Lai 0v 6 • • • • CONC3 CONNECnONLTYPE w (� ' •+ • '� REFERENCE ANCHOR - - d' o _ SCHEDULE FOR MAX. w F= 1/4" MAX. IIIOID • •••• • - - Z SPACING 1/4"MAX, w_ C4 CONNECTION TYPE ,1F �ta CI CONNECTON TYPE _ REFERENCE ANCHOR • • • b d EM II —III ry REFERENCE ANCHOR \_ _ SC SPACIDNGE FOR MAX.--IIbSCHEDULE FOR MAX. • 2' 2" SPACING I. OZ a� •v • • • • • • • EXISTING CONCRETE, 2"x 4" x O.OSS" 6061 -T6 ALUM. TUBE o • • HOLLOW BLOCK OR 2"x s" WALL MOUNT SECTION E TANG NON-STRUCTURAL • • • • WOOD FRAMING © CONCRETE FINISH MATERIAL - SCALE: 3" = 1' - 0" O WOOD CEILING/ INSIDE MOUNT SECTION O WALL MOUNT/ BUILD OUT SECTION g` U r � SCALE: 3" = 1'-0" Q SCALE: 3"= 1'- 0" i S" LONG HANDLE V J. Knezev(ch EXISTING RIVETED TO PANEL Pmreo+a�.i nm I WINDROW fLLcmu .. 0010983 n n 1 Cl CONNECTION TYPE V-2" REFERENCE ANCHOR 1" 3/8"0 HOLE FOR 0 1/4-20 S.S. BOLT 1 SCHEDULE FOR MAX. FASTENING PANEL a 3 BOLT 8 WINGNUT PUNCH HOLES IN SPACING NT n BENT LA xT%8" 1 PANELEOVE EACH ADJACENT 1 NELS TO RECEIVE WINGN 20 GAGE STEEL THIS BOLT W/ PM NUT. PLACE � OR 2 PLATE PANEL OVER EACH ADJACENT" �I} 6063-T6 ALUM. FROM THE INSIDE \\ f T----------------- —'t a ANGLE )"OVERLAP $ 4.• O 9 TYP. EXISTING ri MAX.' HOLLOW BLOCK 0. r (MAX PANEL HEIGHT - 7' - 4' & MAX DESIGN LOAD 02.00 P.S.F.) EXISTING j OF— BAY WINDOW 1/4-20 x 1" MACHINE O INTERIOR FASTENING ANGLE ASSEMBLY = o SCREW STUD WITH SCALE: 1-1/2" = V-0" WASHERED WINGNUT (ul = j 1/4-20 S.S. BOLT 12' O.C. (CONNECTS PRODUCT REVISED & BOLT & WINGNUT TO ADJACENT PANEL) �• � i (a 24" O.C. (TYP. 1 DETAILS S T NOTE: nano '± a 20 GAGE STEEL THESE DETAILS DEPICT THE ���o��� 1" OVERLAP CONNECTION OF THE LAST PANEL g' BENT PLATE p FOR AN OPENING WITH PANELS Atteplaace NoOS-Oi 13.•3 a.x OR 2" x 2" x 1/8" WALL MOUNTED INSTALLED FROM INSIDE. USE Expinli-Date 010 06/29/2005 .0 BENT P6 ALUM. S" x 2" x 1/8" x CONT. 2-1/2" x 1-1/4'" OF THESE DETAILS SHALL BE IN E BENT PLATE y" STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN "In" By ASN0IED ntat MAX. (SEE SECTION T) (TYP. BOTH SIDES) HEADER OR "U" HEADER TOPa>-Dade •eP Control (&�y,3r� vK MOUNT. Dhisj L pM'J awxN ,w. a ® TYPICAL CORNER CLOSURE DETAILS (PLAN O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) 05-353 SCALE: 1-1/2" = V-0" N.T,S. Z ANCHOR FASTENER MAMMUM SPACING (INGIIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ME IsemmM mimmm �1111111\I111R11\1111111L ' •.••:3Li l,_:,.._::: •'...•: 31i �mmmmmmmmmmmmimmmmimmmmmmmmmmmomm �mmmm®mmmm� m���mmmmm mmmmmmm��0 rJ��ummumal ©m]000mmoo©mm�i�imommomomummmommommoomm©o© •Gli/L�RG7©©�mm©©�mm©©�mm©�©mm©�©m®©�© my � Il iWO i i iiimmmmmmmmm mm000 is... ✓i mm,aa emmmmmmmooSmm©o© ii/%/imm©mmmm©m minim© �j���77��'�i'�%''ip�, PaY•%I%2�0,0,0F2/% 6 1 win pronn ' m mmmmm®mmmm000M�m■mmmmmm mmmUm0 ®min �gil�•PP��•PFSi'OyK7Lm�©om0 mmmomnmm000mMimmmmmmmMmmm000 i©m mmil©mmm©m©min©m©min©Yia EiM>•\l\\l\1►\Y> iia]mYimmmmmmmmmmOmm mmmmm mmmmmm =©mmmmmmmmmmomommmmmmmmmmm�®oe- �ymmmm min©m0 min©OD mmmmm mm0m� m®©��i �RYi1�1'��Omm min©D�mm©DOmmOmm min©m' �m®©�0 �mYL7©min m®©oomm©oomm000mm000mm000 7,BrIh111.11.A11\111\1111111 MOMMOMMMMUMMUNUMMMOMMMOMmommum �mmm®m mm�00 min©0©mmmm®mmOm� mm�00 �mm00�mm©�©00��©mm�m�mm©0�m0�©� .1\I11.................... • mmmmmmm©©m mmilm©mmmmm mmmm©DD�I©m ®®® ©00©©����©immm�Om• m0�0�0�i0© moo©B©oo...go©..mm00000..o©©o..© mommmommom mammammmmm 'i i�ilio©'© ,Bar i©i m�921Mi0.il;0, ili0,WwlVAW,i©02.W,WA vilm/,i��00©'ii01,I •!'N:R1111\11111\111i ti mnuanu°rs ®i min® R7munn Munn m%©o mmm©o©ooi�©o© ©imm©o©mmmum Oma© Mmmmmmmm000mmoo©mmmmmmmmoommUlE© EMBEDMENT Moon amm000mm©oommmmomm000mm©oo MENomg..©0000©mm000mm©©0000© mmmoo©o oggomo©mmoo©oo..©000 ©© �noo©noo oo©noi.©©000©noio© i,�l\quaenalpnama= �mmmmOmm�O©���©Ommmmmmm00�mm©�© ®mm0000©0000io©mmmmomm0000aii©o moo©0000io©©©©amm00000 i.©000�o© ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS j 4 L1 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 6'-0" (SEE NOTE 1) SPANS UP TO 8'-8" (SEE NOTE 1) SPANS UP TO 12'-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4jC5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4IC5 CONNECTION TYPE (SEE NOTE 3) Cl C2 C3lC4 CS 2" MIN43.0 14 14 14 13 12 14114 1L 1918 14 14 9 6 6 1/4"0 x MIN. 3" LONG LAG SCR W W/MIN. 2" EMBED. SOAR AR PARALLEL OR PERP. TO WOOD GRAIN 50.0 14 14 14 11 10 14 14 14 8 7 14 14 7 15151 72.0 14 14114 817 14 14 6 5 5 14 14 4 4 3 84.0 14 14 9 716 1414 5 414 14 14 4 4 3 150.0 14 1414, 413 14 14 4 4 3 14 14 4 4131 Q• O W/ 5'0g5 WMINNLDEMB WIND. G 1/4 MACMINIE SCREW TEEL 43.0 14 14 14 13 13 7 9 9 3 50.0 14 14 14 11 111,4 7 r B 5 8 4 72.0 11 11 4 7 3 50 0 5 4 5 4 5 4 * * 1 "PANELCO MALE/ FEMALE "PANELMATE" W/ 1-0 N' MIN. EMBED. a 7/4-20 MACHINE SCREW WITH NUT 43.0 14 14 14 14 11 14 14 11 9 8 14 14 4 7 5 50.0 14 14 14 12 10 14 14 7 8 7 13 13 3 6 5 72 0 14 14 7 8 7 12 12 3 5 4 9 7 4 3 84.0 14 14 5 7 6 10 10 5 4 9 7 4 3 150.0 1 9 7 4 3 1 9 7 4 3 9 7 4 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OA EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO, 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTb ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G=0.55 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. PRODUCT REVISED as cemaPbL• with 60 W11•• eaklias 1xePrat eeodtvoo - •? 13. 03 ¢agnRo■ Dar: 0 10 111it•! Dade ■.a■I DIWaIw Pmhs w T MINIMUM STORM PANEL SEPARATION FROM GLASS A B L E POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMNI COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 2 B01i • 8-8 3 2-1/4 • • 10-6 5 3-3/8 50.0 8-0 04 3 2-1/2 9- • • 5 3-1/4 • 66pp0 8-8 3 2-3/4 •7•t 9-= 5 3-1/4 • 7Q0 4-4 • • 3 1-1/2 8- 3 3 •• 9-0 5 3-1/4 �0.0 • 4-0 • 3 1-1/2 8- ••• 3 3 •�.� •. 4-0 3 1-1/2 • 71p 3 2-3/4 100.0 4-00• • • 3 1-1/2 7- 3 2-1/2 11060• 4-0 3 1-1/2 6.5•000 3 2-3/8 •ItOA• 3-0 3 1-1/2 6 4 3 2-1/4 TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A MAX. ALLOWABLE B STORM PANEL L SPAN SCHEDULE E 1 POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEG PRESSURE (FT - IN) SPAN FOR PC PRESSURE (FT - IN) 40.0 12'-0" 10'-4" 45.0 ll'-3" 10'-1" 50.0 10'-.8" 9'-9" 55.0 10'-2" 9'-6- 60.0 9'-9" 9'-3" 62.0 9'-7" 9'-1" 65.0 9'-4" 70.0 9'-01, 72.0 8'-111' 8'-4•• 75.0 80.0 8'-3" 7'-6" 90.0 7'-4" 6'-8" 100.0 6'-7" 6'-0" 110.0 6'-0" 5'-5" 120.0 5'-6- 5'-0" 130.0 5'-1" 4'-7" 140.0 4'-8" 4'-3" 150.0 4'-4- 4'-0" 160.0 1 4'-1" 3'-9" 170.0 3'-10" 3'-6" 180.0 3'-B" 3.-4" 190.0 3'-5" 3'-1" 200.0 3'-3- 3'-0" 210.0 3'-1" 2'-10" 220.0 3'-0'" 230.0 2'-10" PRODUCT REVISED n eempWm with ek Fk id• Boldlns Cade Acceptance No OtS-o .03 Eapi flea Datc ( O Miami Dlvfnloo J W ow NW 02 Q� Z Q N 05 3h 11 BUILDING Miami Shores village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 J V �" "` Permit No. PERMIT APPLICATION P faster Permit No. FB C 2004 _ _ _ Permit Type (circle): Buildi Roofing Owner's Name (Fee Simple Titleholder) (,2 &A i S Lon o C" Phone # Owner's Address -7'7(2 /VE Q / 4 City H e'R t-k k 1&ky TQ, State � L Zip 3 t 3 y Tenant/Lessee Name a/ct /Z 0 Co w-erti Phone # r S 1v j Job Address (where the work is being done) '� 7 C) A/ C 9 % J City Miami Shores Village County _ FOLIO / PARCEL # l I `" 3 i '� & O 0 3 o Is Building Historically Designated YES NO 'X Contractor's Company Name P" e-la c6lvZ Contractor's Address 1_::� C c.cl i City H - 6� State (qualifier Name f' q . P�- _Zip 3 31; �? P j .1 -I00&14- issn/12 PT Gesg C 14 e pr Phone # -� � G z sG 3 ? 5-� / 6-, f Z Phone # � $ G 2- S6 � _ S State Certificate or Registration No. 60-0062L3 S� Certificate of Competency No Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Submittal Fee $ 4 5oo Square / Linear Footage Of Work: ( 2 0 a ❑Alteration ❑New Notary $ Training/Education Fee $ Scanning $ Radon $ i1 Bond Structural Review. $ ❑ Demolition "r--r CCF $ �J J CO/CC Technology Fee $ C<43q L See Reverse side -� MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgab LerCder's 1 F Mortgage Lender s 1 City A State r '' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochur be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comment ment m t be posted at the job site for the first inspection which occurs'Vfe-n (7) days after the building permit is issued. In th absence f such posted notice, the inspection will not b��pp�ve an4 ,a-�a�nspection fee will be charged. Owner orXt / The foregoing instrument was acknowledged before me this day of , 20 �, by who is pers ly down°to`J o *WNAWo ced A908filiifieatiat3iffltd wh id take an oath. ..Dr «; 8rrroed Tnru Na: . "A -a unurwriters NOT Sign: Print: My Commission APPLICA (Revised 07/10/07) APPROVED BY: Signatyrc The foregoing in day of who is pe Sign: _ Print: My 6 was acknowledged before me this$- C: 2011 id take an oath. Plans Examiner Engineer Zoning Permit NO. WS-5-08-810 sN°Rns y Miami Shores Village M Permit Type: Windows/Shutters 10050 N.E. 2nd Avenue' Work Classification: Window/Door Miami Shores, FL 33138-0000 Permit Status: APPROVED "F',�.�` Phone: (305)795-2204 L2Rt�Issue Date: 5/9/2008Expiration: 11/05/2008 Project Address Parcel Number Applicant 770 NE 91 Street 1132060380010 Miami Shores, FL 33138- Block: Lot: DAMES W 8 DAMES L SPINNEY JAMES W & JAMES L SPINNEY & JANIS 770 NE 91 ST #1 MIAMI SHORES FL 33138-3251 Contractor(s) Phone Cell Phone PAHER CONSTRUCTION CORP Type of Work: WINDOWS No of Openings: 15 Additional Info: IMPACT Classification: Commercial Fees Due Amount CCF $3.00 Education Surcharge $1.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $269.25 Valuation: $ 5,000.00 Total Sq Feet: 0 ' Available Inspections: Inspection Type: Final Shutters Window Door Attachment Final Shutter Attachment Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: �4 MAY 14 2008 t" C.. Kt'-6U1 MIAMI SHORES VULACb L' 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. May 09, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, May 9, 2008 1 COED MAYj420C8 L rhis Instrurncnt PrepareBi t�2✓ — Address C Pem1�.1 No OV�V �O � rn -Yam..----- TaK FcLc No NOTICE OF COMMENCEMENT ----- - -w a a l STATE OF _ L COUNTY OF --_--__----- s-_i . , THE UNDERS'GNED hereby gives notice that lmproveman' will be made to certain real property, and in erc:r,dance with .�-Cr- = Chapter 713. Honda Statutes, the following in(orma'ion is provided en this Notice of Commencement aaw a-t w�Cx I. Descrp;ion of property !;oga! description of property. and street address ifavaileblej —�„ ;,-; �_ -770 N� '9% .Si � I L o �- 4/ /� ss Al fa Fr �- ,A �-a. 117 f A 2 r: Y3 4f - r 10 ...� i= r,;, „r.-, , 2 General description of improvement LESS r 149 FT aIIA.nl a'/re.e/S =C-4 IF16,Ag-Ac'r IAI ax1sT/rs1G ZtiD p,_ pfAe-1r S'IL1� ws/%Odr+ls s''��SMPgC-T N3/Nrgdu!-3 C a p 3 Owner information I�At�r�ts U V�.Q .7 Z ►'? Sry r y $i'C Nr N OCR ui S a Name and address: �7 r7 C b interest in prcperly: 0CUAze 2s L;j r-. Name and address of fee simple litieholder (1( other than owner) 4 Contractor W a Name and address IVI: F---& P E1A-u/✓)/nI 0 Af S71--9,C6A,/a %ft/C,. r M, h Phone number IQOI BAST -Za:: 5 Surely C a Name 81,.1 address. b A!TlOtlrit of bond $ Phone nilmbri! 6. Lender a Name and address. b Pnone number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713 13(1)(a)7 , Fiorida Slatwes a Name and address: b Phone number: 8. to addition to himself, Owner designates the following person(s) to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b1, Florida Statutes: a. Name and address. h Phone number: 9. Expiration date of notice of commencernoil t (the exnlration date !s 1 year from the date of recording unless a different date is spa WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713-13, FLORIDA. STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT Wt�YO.+r BIDER OR AN ATTORNEY BEFORE r_ s COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMFN STATE OF FLCR;DA, cou,,j Y or DADE I HEREBY CERTIFY that this is YTfopy of Ole r t.,, u.+ulenc was act novneigad be'ore me this �— (name of person) as authority, e.g, officer, trustee, attorney in fact) fr _ befa!f of whom instrument was executed). - NOTARY PUBLIC -STATE OF F PMA Claudia V Cubillos A , eCOmmissiOn #DD717923 .. Expires: SEP. 23, 2011 BONDED MIT ATLANTIC BONDLNG CO,, INC. Off: OlWature of Notary pubTic - State -of Florida - Print, lype, or Stamn Comm-19sioned Name cf Notary Public Commission Number Personalty F'nowr. -- Or Produced Ider,tificationR Ve;iGca!�on Puruan_tc Section 92.525 Florida Statutes --�'v�V� l'C.U')•d Under pena. ues of Perjury, I dec'nre tha! I have read (tie foregoing a:1d that t A t vv kmjwie:ge and bel;et h_ facts s ated in it are true to the best of my $ipr.a ire of tJaturil Perso , Sit7.�in•J Ahave ---- ----- 09/06/2007 00:30 3052208056 05-02-2M 14:15 SALES COUNTER 3056934939 vITf r-0 sWww 4Y. 1V JVJ f 4JAWW f . /'R.IYYf RSY �fP1NCi1• PAGE 02 PAGE1 rrq%w- VA New F&P Ate Tm. � 0S.4%10 1001 F.W 20 SUvW RIG E O V E D Fit 33013 MA Y o 2 2008 March X 2009 G------'' GRwK�r.rr�ra� e{�L The Misen Shaffm Co-o Aru , W. is tbo aww of t4 building located at 770 NE 910 Sheet. Miami Shafts, i:laW 33138. We MghDAW you to muove flnm this bWlding, fowtew old wirtdowe and Mall new ftnWmg wlndam in tbW place and ID i 85W heal dR tt M cVClr 00 Aurage am open, all ao the second fkmr, mar and side. Tbm*iag you in wh►ama, we ntneia Very tn* yours, flowatd D. Comb; Sew7tuL Miami Shom God Apts., Ewe 77D M 912' Strret Miami Shores, Fl. 33139 04-10-20M les47 ppowl