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HomeMy WebLinkAboutBuilding Permit Application (2) f I M(AM�'DADE N4Irlb1l-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTN•IENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) ! 11805 SW 26 Street,Room 203 BOARD AND CODE ADMINISTRATION DIVISION T(786)3.15-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) invnv.miamidode.g-oy/economy AWP Windows and Doors,LLC 8130 NW 741`Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and'regulatioiis governing the use of construction materials. The documentation submitted has been reviewed and accepted by; Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other ureas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade Count),)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 inaterial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by it Iiami-Dade County Product Control ? Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "580"Aluminum Single Hung Window—'N.I. APPROVAL DOCUMENT: Drawing No.W96-38, titled"Series 580 Alum'Single;Hung Window(N.I.)" Sheets I through.5 of 5,dated 10/10/96,with revision J dated 09/22/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.B.,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 Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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: Tire NOA number preceded by the words Miami-Dade County, Florida, and r followed by the expiration date may be displayed in advertising literature. If any portion of tine NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to tine user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of tine Building Official. This NOA revises NOAH 12-0906.06 and consists of this page 1 andlevidence pages E-1 and E-2,•as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 14-0722.07 MIAM4DADE COUNTY ;i { Expiration Date: November 14,2017 + Approval Date: October 02,2014 aPi s!T- Page i 6 AWP Windows and Doors,LLC I ' I NOTICE OF ACCEPTANCE: EVIDENCES,SUBMITTED iI A. DRAWINGS 1. Manufacturer's die drawings and sections. j 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window(N.I.)" Sheets I through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P 1E. - I• B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS202-94 3)Water Resistance Test,per FBC; TAS 202-94 4)Forced Entry Test,per ASTM 588,TAS!202-94 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window glazed with 1/2"tempered insu,lated glass,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7568,dated 04/26/14, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202'''94 2)Uniform Static Air Pressure Test,Loading per FBC TAS202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per ASTM 588, TAS 202-94 along with marked-tip drawings and installation diagram of a series 580 eyebrow top aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Subriritted under NOA#09-03.16.10) - 11 3. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Forced Entry Test,per ASTNI 588,TAS 202-94 along with marked-up drawings and installation diagram of a series 580 radius top aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. (Subfnitted under NOA#09-0316.10) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per AAMAJ 1302.paragraph 5 3.1.1 to 3.1.5 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/3/16"temp, glass,l'prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3879, dated 08/28/03,signed and sealed by Joseph Chan,P.E. (Submitted under NOA #02-0507.06)`' xManael Petci,P.E. Product Control tsaininer NOA No. 144722.07 Expiration bate: November 14,2017 Approval Date: October 02,201-4 E-1 j' � l A`VP Windows and Doors,LLC j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I I B. TESTS (CONTLNUED) 5, Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 20.2-94 2)Water Resistance Test,per FBC,iTAS 202-94 along with marked-up drawings and installation diagram ota Series 580 Aluminum Single Hung Window, glazed with 1/8"ann. glass,prepared Iby Fenestration Testing Laboratory,Inc.,Test Report No, FTL-3861, dated 108/07/03, signed and sealed by Joseph Chan, P.E. (Submitter)under NOA #02-0507.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 07/01/14 and revised on 09/19/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P;E. 2. Glazing complies with ASTM-E1300-09. i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) I E. MATERIAL CERTIFICATIONS 0 1. None. I' F. STATEMENTS 1. Statement letter of conformance, complying with the FBC;! Edition (2014), and of no financial interest, dated July 1,2014,signed and seaied.'by Javad Alunad, P.E. 2. Proposal No, 13-0640 issued by the Product Control Section, dated July 16, 2013 and revised on August 01, 2013, signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20, 2014,signed by Mr.Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding,LLC and T'vIr. Tim Moris, Jr.,President and C.F.O.,AWP Windows and Doors, LLC. 4. Letter from owners of existing NOA stating that they have'sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA, dated June 24,2014, signed by Mr.Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. G. OTHERS 1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window&Door Solutions, LLC, for their Series"580"Aluminum Single Hung Window-N.I., approved on 12/06/12 and expiring on 11/14/17. Manuel Pei!O,P.E. Product Control Expniiue2• NOA No:-1*40722.07 Espirlttion Date: November 14,2017 A'pproval Date: October 02,2014 E-2 I I f, a 53 1/8' IlL HS� 53 1/8" WINDOW WIDTH `� M WNDOW WIDTH 50 1/8" N >� 50 1/a" TOP CORNERS OF D.L. OPG. (FIXED) D.L.OPG.(FIXED) ARCH TOP WOWIS. b TO BE SECURED / BY SCREYIS 1S 5/8." C z 13 5 8" OR SPOT WELDING AIAX. G o�ml FALSE AI I ED �A) /(SURFACE.APPLIF.0) 6"MAX. 6"AIAXAIAY BE USED\ HEAD - HEAD CORNERSCORNERS ' n �0. 2, a ®aQam� o - _`------- - 11 w 3 U rt"i M o _j r. I. �ZI{nyQ e,�r' n o W o - n n oQ J cr OL o M o II / II j M o C (� -� >til T, :0 ZQ- y. — -- ll- - �I �. Nia=� e V)F-t7 M 48 I/2" m� 48 1/2" mZ D.L. OPG. a D.L. OPG. o 3 Z o 50 11/16" Le 50 11/16" M ¢ Q. VENT WIDTII VENT WIDTH SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION i ISI CHARTS SHOWN ON SHEET 2. TESTED UNITS APPROVAL APPLIES TO SINGLE-UNITS OR SIDE-BY-SIDE---_-'--- COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING _ �P MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. - - - - LOWERDESIGN-PRESSUREFROM_WINDOW OR_MULLdON_APPROVAL__ o' eSR YlILI APPLY TO ENTIRE SYSTEM--" - ---' - --- - ---- _ - - - - ----- - --- - -- - - =- - -- - -_--_— THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ,`o_ oIry o N S H REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY MONOLITHIC GLASS •5 ;01=10 0 HURRICANE ZONE (HVHZ). - __ _ v �I„ „�•_, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER j INSULATING GLASS - LOADS TO THE STRUCTURE. NON IMPACT I—. it ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Cn9 r:2AVA0 AIIMAp EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIWL PRODUCT RBVLSBD - I FLA_PE 10592 as complying with lite FloT189 o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.0.N, 539 Duilding Code NOT PART OF THIS APPROVAL. Acceptance No, E Bxrirntion Dalc 1F fir,PrT I°�,J�JI=1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE '��-`� 1 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. I USE OF APPROVED SHUTTERS OR EXTERNA( PROTECTION DEVICES 1 By f/ 3��//-�� drawing no.-) COMPLYING WITH HVHZ REQUIREMENTS. n 14 Mimn4Dede Produce Cot MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET EI" lA Iv. --- ..W96-38 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ REQUIREMENTS OF THE FLORIDA BLDG. CODE. THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. sheet J of 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIALS. CLASS TYPE'A' CUSS TYPE'8' CLASS TYPE'C' /"� WINDOW DIMS. rEX TYPE'E' CUSS TYPE'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) = WIDTH HEIGHT 1NT.(-) EXT.(+) INT.( 19-I/8" 60.0 80.0 60.0 125.0 60.0 210.0 s 19-1/8" 210.0 60.0 210.0 n I'> 5Ti 26-1/2" 60.0 80.0 60.0 125.0 60.0 179.7 o- _ _ __ ___ _- -_. - 26-1/2" 201.9 60.0 201.9 ®� lil _37" 26" 60.0 80.0 60.0 112.9 60.0 112.9 0 37" 26" 144.6 60.0 144.6 n a142' (3) 60.0 79.3 60.0 95.9 60.0 95.9 31 ?! 42" (3) 127.4 50.0 127.4 O a. oti48' 52.7 52.7 60.0 81.3 60.0 81.3 SS A8" 100.7 60.0 1003 1! .V J 0 i 53-1/8" 38.6 38.6 60.0 71.9 60.0 71.9 -� 19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 WIND.,yYIDTH WINDOY!IIIOTH VlINDOyY VlIOTH 1YINDOW WIDTH 19-1/8" 56.7 210.0 60.0 _210.0 26-1/2" 60.0 80.0 60.0 125.0 60.0 163.1 26-1/2" 56.7 182.4 60.0 182.4 erl 37' 38-3/8- 60.0 75.6 60.0 116.8 60.0 116.8 37" 38-3/8" 56.7 130.6 60.0 130.6 ®'O w M o! / APPROVED CONFIGURATIONS ---- ®"m•a 42' (4) 56.3 56.3 60.0 102.9 60.0 102.9 42" (4) 56.7 111.9 60.0 115.1 O o7 --- - SHAPES SHOWN ABOVE OR SIMILAR -- ®`b 00 FE d! 48" 37.0 37.0 60.0 90.1 60.0 90.1 46" 56.7 94.4 60.0 100.7 O7 O N ...... ._.._ .._0.. .0 53-I/8" - - 60.0 81.4 60.0 81.4 53-1/8" 56.7 83.3 60.0 90.9 B W u314 c: 19-1/6" 60.0 80.0 60.0 125.0 60.0 171.3 19-1/8" 56.7 210.0 60.0 210.0 to ct 26-1/2" 60.0 80.0 60.0 123.7 60.0 123.7 26-1/2" 56.7 165.0 60.0 172.8 B w 37" 50-5/8" 60.0 64.6 60.0 88.6 60.0 88.6 37" 50-5/8" 56.7 112.9 _60.0 123.2 42" (5) - - 60.0 78.0 60.0 78.0 I!)B--ANN. GLASS (TYPE 'A') 42" (5) 56.7 93.7 60.0 102.2 ^I( 48" - - 60.0 68.3 60.0 68.3 OR 48 56.7 77.8 60.0 84.8 3/16"-ANN. GLASS (TYPE'B') "li U M 53-1/8" - - 60.0 61.7 60.0 61.7 Ir OR 53-1/8" 56.7 67.9 60.0 74.1 y J 19-1/8" 60.0 80.0 60.0 125.0 60.0 183.8 13/16"-TEMP. GLASS (TYPE'C') 19-1/8" 56.7 182.2 60.0__ 210.0 26-1/2" 60.0 80.0 60.0 125.0 60.0 132.6 1 / _ _ 26-I 2" 56.7 143.8 60.0 177.9 37" 59" 47.9 47.9 60.0 95.0 60.0 95.0 0: 37" 59" 56.7 106.0 60.0 115.6 I O -- ---" --- - - --- Z SILICONE 42" (6) 56.7 86.6 60.0- .94.4 O 42' (6) - - 60.0 83.7 60.0 83_7 m GE SCS 1000 .__.... ............ ... ._.._. 48" - - 60.0 73.2 60.0 73..2 rn 48" 56.7 70.9 60.0 77.4 p> y 53-1/8" - - 60.0 64.0 60.0 66.2 n ] �'� ! 53-1/8" 56.7 61.5 60.0 67.1 'N Q aio 19-1/8" 60.0 80.0 60.0 125.0 60.0 206.5 /8 I 19-1/B" 56.7 163.4 60.0 210.0 I N M 26-1/2" 60.0 76.7 60.0 125.0 60.0 149.0 ! \ 26-1/2" 56.7 134.8 60.0 166.6 130 n J 37" 63" 47.0 47.0 60.0 97.5 60.0 106.7 1 37" 63" 56.7 102.1 60.0 113.4 I oa Z i tL m 42" (7) - - 60.0 85.1 60.0 93.1 42" (7) 56.7 84.2 _60.0-_91.8 48" _ - 60.0 71.9 60.0 75.8 \ 48" 56.7 68.5 60.0 74.7 53-1/8" - - 60.0 62.7 60.0 65.4 53-1/B" 56.7 59.1 60.0 64.5 iw 3 Mlp+t , 19-I/8" 60.0 74.6 60.0 125.0 60.0 175.2 / 19-1/8 56.7 111.1 60.0 210.0 I rn ¢ f 26-1/2" 60.0 64.1 60.0 113.4 60.0 126.5 26-1/2" 56.7 93.3 60.0 165.0 37" 74-1/4" - - 60.0 82.0 60.0 90.6 37" 74-1/4" 56.7 79.3 60.0 112.3 I/8"ANN. CLASS I/8"TEMP. CLASS 42" (7) - - 60.0 74.8 60.0 79.8 42" (7) 56.7 70.3 60.0 89.0 1/4"AIR SPACE 1/4"AIR SPACE 5 7 48' - - 60.0 65.5 60.0 69.8 48" 56.7 63.6 60.0 70.6 -- 1/8--ANN. GLASS-_- 18"TEMP. CLASS_ 53-1 8" 55.0 55.0 60.0 60.0 -56.0 58.0-60:0'-60:0--'- -- -�- / ---- -/ _ -�__- a o 19-1 8" -• 60.0 125.0 60.0 199.7 19-1/8" 56.7 107.1 60.0 210.0 - -0 -- / c 6'� 26-1/2" - __ _60_0 110.2 60.0 144.1 SILICONE SILICONE 26-1/2" 56.7 86.0 60.0 161.2 76' -" --__ CE-2800 GE-2800 37" (7) - - 60.0 80.3 60.0 103.2 17" 76" 56.7 76.5 60.0 112.3 -- ALUMINUM ALUMINUM c' 42"_ - �- _- -73.1 - '60.0 86:1- __._00X-SPACER .-.._._ ., ___-_._ __-- -BOX_SPACEH.__ (7) 42" 56.7 68.4 60.0 89.0 48" - - 60.0 64.5 60.0 69.9 c .m __. - _� _m __ _ _ __48^ _ ._ _ _56.7-._.fit-.3-- 60.0. -_J0.4 r^ O1 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. - ' N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. �\ \�y /" a a H o I Engr:JAVAO AHPAO CIVIL YI(ODUC"1•REVISBD FIA PE(70592 ildingcomplying with 8lc Rurida C.A.N, T538 ❑uildi,i8 Codt I 66 NOTE: t,.Pi'mionD;ft CLASS CAPACITIES ON THIS SHEET ARE ChASS-TYPE.'E' G411S5 TYPE 'D' Dy.i•" � :I I drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1/2"OVERALL INSUL.GLASS 1/2"OVERALL INSUL. CLASS A4immUadcProduaCouudl AND FLORIDA BUILDING COMMISSION CEP01 vI W96-38' DECLARATORY STATEMENT DCA05-DEC-219 GLAZING OPTIONS - sheel 2 of 5' METAL TYPICAL ANCHORS STRUCTURE SEE ELEV. � di STRUCTURE , FOR SPACING° /� 18Y �m BUCK -- I WOOD S . I /m v TYPICAL ANCHORS F - -- SEE ELEVS. II M-I- DADS---COUNTY---- APPROVED---- JI m I m FOR SPACING I I MUH-I IOION & MULLION ANCHORS e° SEE SEPARATE NOA 11 ®Z Z 1 mrc0 d II Ed II W N aI p ul v U ----_--_--- _ �i 1 !6 Iv=i H v y TYPICAL ANCHORS ®d Q Q LSEE ELEVS. TYPICAL ANCHORS dl r � . I FOR SPACING ® DD if�-t-r 19 SEE ELEV. Ul p N FOR SPACING 21W 3 20 N 24 2w� >✓1 o I 9 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS `-- -- (�- 19 i AND TRANSFER THEM TO THE BUILDING STRUCTURE. i$o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I =I $ I ,J TYPICAL ANCHORS: SEE ELEV.FOR SPACING i Z U m 11 3 In n 1/4"-DIA. TAPCON BY 'ITW' (Fu=125 KSI,Fy=100 KSI) z 00 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) _ --- -rill, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �) w 1 1 OPTIONAL 10 16 20 4 eorroLl LATCH 1-1/2" MIN. PENETRATION INTO WOOD .23 �I TM ai 'I THRU 1BY BUCKS INTO CONC. OR MASONRY s ~M x O r7 '`r 'L _ 1-1/4" 4MIN. EMBED INTO CONC. OR MASONRY Q j O^J s a Fg - a _ m i fat --� •/ DIRECTLY INTO CONC. OR MASONRY o Z 3 / m i k (BJ 51-1/4" MIN. EMBED INTO CONC. OR MASONRY W I #12 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) N 3a m 23 ; I 12 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") REOD.FOR WINDOWS PATH GLASS TYPES I I; INTO METAL STRUCTURES D&E ONLY ! !1 !I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) o I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S P,E �+ u 0 8 I i Ed = ANCHOR EDGE DISTANCE - -_----- _---__—-----. -------- ora W- - - ----- w INTO CONCRETE AND MASONRY = 2" MIN. aaljz a > INTO WOOD STRUCTURE = 1" MIN. I` 8 INTO METAL STRUCTURE = 1/2" MIN. v 18 14`- - - - - --- _-CONCRETE AT�HEAD, Slll OR-JAMBS Y'c =--3000-PSI-MIN.-- --- C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. c d� 0 or elf �1� 12 SF,AI.ANT: - S- T Ow1P1 ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION C. - C SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, m SCHNEE MOREHEAD 5504 OR EQUIV. Eu9r.JAC 9 AHM pRODUCF ItF.VISED li PAL complying with the Florida ,i II I FLA.PE/ 0592 e PADS: C.A.N.s� `> ° e Baild'n,SCode ° ea` ^ Acapluncc ND� r,r. 15 Iu e ° UNE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EspimtiaiD.Lc,jy'Y7tiis ��1 '•' 11$I I a I gg EACH END OF FIXED MTG. RAIL f f✓ �`� =--' ) ° ° \ 14GEPHDLES: mi.I.A. s&ProdudtC 1*ol drawing a a P 014 I W96-38 WI - 3/4" WEEP NOTCH AT EACH END - ;sheet 3 of 5 Al z .889 327 '09 82/ a. 0 0 9 41f2l FRAME HEAD 'o 0 . .860 r0 u .812 062 Sptsa, o"a. l. U) T— 1.437 L4 w 0 .881 z U, L,062 ll FIXED RAIL -:2 12. zl ;�,,a 1.187 jzjo 551.625 oz'-. $12 VENT TOP RAIL .1881 r 1.562 MPJ v jf IN co FIX. RAIL REINF. .055 2.563 - 1.125 3/4"WEE ENO .812 AT EACH OF 55 SCREEN-RETAINING-LEO.— S.H, VENT CORNER DETAIL '687 NO .812 L --VENT-R0TF0M-WAIL--- --VENT-SIDE"RAIC —2,174 :w F- -930 r S,H, FRAME CORNER DIE 2 �ODUCTRUVISED .055 1 amt. ..plyillg with the Florida 1 2.104 �uildtug Code 3.027 FIX PE 1 70592 Acc.pl-c�No C.A.N. 3.527 2 IN ha Da&"od"t "%ftol' W96 L-71-1 L-179 p ot FRAME SIU FRAME JAMB LIMIT ONE HALF PANEL PER OPENING fE 12-021, . ( 22..022" 2.02" r�E2 �Z/ tp 1,05" L 062„ 2.250" .060"3.00"MAX. 2.250" o Z=1 TYP. I 7.05"MIN. 2.250" 'o c 92 Amo E n 01" I .07" 0 1.77" 07" o uoi• N .094"IF. .094" P, ,O" 9 2�•+ 2�• 8 oJ F-$� SEE NOTE rJ SEE NOTE M .094" in cod c•O " N 'o .094' u `� W � N0.12 , N0.12 O P N yr P b N .s} N•ry i : I m M :!062 �O N o a 06 N a 0 n =d z.."T�' 12.00"COVERAGE 6.000"COVERAGE L 062' a• N r fA o�� 1 .375" 8.332„ N o '.3 5" '.375" '.250" W Z um: 2.030" 2.000" 2.020" •a• OSTORM PANEL1a HALF STORM PANEL O"HEADER 'WHEADER 9a BUILD-OUT"U'HEADER �� �V SCALE,3 l'-0" SCALE.3".1 0- SCALE i 3".1'-0" SCALE,3"-1'-0•' SCALE r 3".V-0•' 1/4-20 MACHINE _ _ __ 15�� YES --_ -- ---�4-20-MACHINE-- - --- CpEEW®12 --_ -- 1/4-20-MACHINE- _ -- -- - _-----1525" - _ - -- -- - ---" `- _ -_ 0.C.IS7l1D - - SCREW 12"O.C.ISTUD.- _. '-. -- -....-- _.__ _-- 3.985"MAX..- --=-3: _-a - SCREW 12"O.C.ISTUO DIRECTION MAY � u IR ECT ET4 MAY a DIRECTO AY .BB6" ,090' ,e24" 90" .092" .177" $ BE REVERSED) BE REVERSED)o N M ],-4 o BE REVERSED) .375"R .52" cd t t 65,u " LLl 1 i �5g.. $ -- - _ _ .: 91"---- ` -- - --- .215., -- --.215 '_� oa n g.� i S -�-�- 2.00"MIN. 2.00" -c- -- .090„ .060:x_-=--- 090" - _- N- _-_,-._--- .313 5.00"MAX. 632" r ►W u LL" ' .315"R YM 377" a K e e OSTUD ANGLE O STUD ANGLE STUD ANG SYM. 7 0 o �_ 3 s SCALE 3"=1'-0" SCALE r 3".1'-0" 4b 1.00"MIN, r H" " 5.00"MAX. Es- X H9 GENERAL NOTES: O ANGLE ©C-TRACK(FINISH) 6a C-TRACK O BUILD-OUT F-TRACK r 1. THESEEVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED INACCORDANCE WITHTHE 5TH SCALE 3"mV-0" SCALE r HALF SIZE SCALE HALF SIZE SCALE HALF SIZE coo EDITION 2014IFLORIDABUILDINGCODE FORUSEWITHINANDOUTSIDEOFTHEHIGHVELOCITYHURAICANEZONE HVHZII. o 5 b' 2. PRODUC�PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THEYSTEM IS .376" .376" �,gg77r��•� 0 3 9? LARGE MISSILE IMPACT RESISTANT. 190, 1� y9m 3, DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS 70 USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE ,190 WITH ASCE 7-10 ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPUED BY THE LOAD FACTOR 0.6 BEFORE ,563'•0 a u6 REFERENCING THESE DOCUMENTS. .440" em o .A i 4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7.10J,,A�DIRECTIONALITY FACTOR OF KD=0.85 MAY BE USED. 13".452"655" 13" 465" .655" co � `v S. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF LS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF i *L-m�:a CD=1,3315 USED FOR SCREWS DESIGNED PER NOS.6. THESE EVALUATION DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS '0 0.090"(TYP.) 0.090"(TYP.) 1° a 2 SYSTEM TOASPECIFICSITE,7. THESE EVALUATION DOCUMENTS ARETHE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLYaBE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT,USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY ------- o120 GA.GALV.STEEL GR 40 WITH CHAPTER SIGI5-23 OFTHE FLORIDAADMINISTRATIVE CODE. 7 OR 0.050"6063-T6 ALUM) 8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BYTHE CONTRACTOR PROVIDEDTHE CONTRACTOR DOES NOT 2.00" LOPTIONAL DEVIATE FROM THE CONDMONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT V DEVIATE IN EITHER FORM OR MATERIALFROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. LEG DIRECTION VAMAC 3ALLOY) KEYHOLE 9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILLVOIDTHE EVALUATION DOCUMENTS. PTRACK DANGLE-TRACK WING NUT oWASHER 10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE 8 SCALE.HALF SIZE 88 m O OSCALEi HALF SIZE SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATED AND SEALED BYA LICENSED ENGINEER OR SCALE HALF SIZE SCALE.HALF SIZE REGISTERED ARCHITECT. WIDTH UNLIMITED 11. EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36'ON THE EXTERIOR FACE WITH THE FOLLOWING MINIMUM INFORMATION: (PERPENDICULAR TO o TOWN&COUNTRY IND. PANEL SPAN) FORT LAUDERDALE,FL TOP MOUNT •^ 7A5201,202,&203 TYPICAL SECTIONS Y o 9 LB LARGE MISSILE dr FBC APPROVAL NUMBER315`0 �< 12. ALUMINUM STORM PANELS SHALL BE 3004•H34 OR 5052.1134 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN THE APPLICABLE SPAN TABLES. 13. ALL EXTRUSION SHOWN SHALL BE 6063•76 ALUMINUM ALLOY,U.O.N. w I 1.00" 1 7 MOUNT QW 14.ALLBOLTS STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE Zm PLAN\, I PLAN wZ STRENGTLIOF 60 KSI,U.O.N. -cc < 0.< 15.TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE,PANELS MAYBE MOUNTED HORIZONTALLY aI- VIEW �\' 650" VIEW Wa WHERE APPLICABLE.H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. K I HOLE SLOT' a 16. TRACKS MAYBE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED, 17. IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANEL,NO SIDE CLOSURES ARE REQUIRED. o -_-'/ Lmax,.SEE STORM PANEL SPAN p4• 18.PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATER INTRUSION �' �l `J.W:KIteuvlch BEHIND COMPONENTS. w w 1 /" '•\ SCHEDULE-TABLE 1 tb4' t ((''pp (kmonelI[M1;ecr VI u d�- }{.t..`1[Ocert�e Nd:vsciugi >i to /i 1315"0 v0( /'" 1,5 TYPICAL HORIZONTAL ELEVATION �a " SCALE.1/4"=1'-0" 04/25/�•. 12' _ -- YHOLESLOT - c� 10:�ASNCSTEO. TYP, BOTTOM MOUNT Q Drawn b: RV: Date:.04 10 2015 TYPICAL VERTICAL ELEVATION f�tJgyp !J..'•. o•wm._ S[ALEr t/4'..1,_0" d 11i1 JSil1L tin." 'i(C150i67 HURRICANE PROTECTION `i� - 'J•'sfieetl ofe C:\Documents and Settings\MCantuft Documents\Google Drlw\MIDI_Projects_Cad\O8_]WKnezevich\CAD2015\02_KC350107 7&C\RG-sub\KC350107-OlAvg,4/24/2015 12:01:40 AM,Ledger,1:1.02337,w .MiDlsparate.mm v Z�-4 � -- 9s�a Zg 1 TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES W J 1� 9 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS s N a• a POSITIVE OR L max. L max. POSITIVE OR L max. L max. POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION m o H u uq ¢ ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS 23 Q NEGATIVE FOR FOR NEGATIVE FOR FOR SPAN INSTALLATIONS INSTALLATIONS SPAN INSTALLATIONS INSTALLATIONS Lu Z ASD ASD INDLO_A INOLOAC A-2 Ei FOR NEGATIVE POSITIVE NEGATIVE _ WINDLOAD q5D A50 WINDLOAD q5D ASD 'W' ,L� 530' a30' •y./' 'L' 530' --30' �• -�5• .� PS F) WINDLOAD WINDLOAD PS 72"WINDLOAD WINDLOAD SF ABOVE GRADE ABOVE GRADE PSF ABOVE GRADE ABOVE GRADE Wx .3 72" 3' 1-3/8 72' 3" 1-1/2" 23 144" 144" _ 27,5 144" 144" 30 104" 3' 2" 27,5 104" 3" 1-7/8" Y ffi 8 --_-- - _.-- - - `--- - - --25 141"---- 144"- — 30-- =---143"-- -- 144'-----. ..._ - - --- 30 135" 144" 35 138" 144' 72 3' 72 3" 1-1/2" 35 130" 144" 40 133" 144" 104' 3' 2-1/8 40 104 3" 1/ 126" 5" 3-1/4" 133" 4-1/8" 3-1/4" 40 126" 143" 45 129" 144" 7y 3" 1-1/2" 72" 3" 1-1/2" W ---= --= 45——=-122"=- —735"—_ SO —=126"_= - _139 _ - - __-BO=—104'— --3"--- -_2=3/8'?__ _50- --- _104"_ 3" _ 2-1/4-"- 40 -1/4- -- Ao- 50 119" 128" 55 123" 132" 119" 5" 3-1/4" 126" 4-1/8" 3-1/4" Ua 55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5/8" R F Qa 60 111" 117" 65 11,31, 122" 60 104" 3" 2-5/8" 60 104" 3" 2-3/8" 3 H 111" 5" 3" 120" 4-1/8" 3-1/4" y = } 65 107" 112" 70 116" 117" a o0: 72" 3" 1-5/8" 72" 3" 1-5/8" jir 70 103" 108" 75 113" 113" 70 103" 3" 2-3/4" 70 104" 3" 2-5/8"75 96" 104" so 109" 109" 72" 3" 1-5/8" 116" 4-1/8" 3-1/4"80 80 90" 99" 85 106" 106" 9032-1/4" 72" 3" 1-5/8" yR85 84" 93" 90 102" 102" 90 60" 3" 1-1/2" 80 104" 32-3/480" 3" 2" 109" 4-1/8" 3-1/8"90 80" 88" 95 96" 9fi'• c 100 60" 3" 1-1/2" 80 60" 3" 1-1/2" m op 95 75" 83" 100 91" 91" 72" 3" 1-3/4" 102" 3" 2-7/8" 100 72" 79" 110 83" 83" 110 48 3" 1-3/B" 100 60" 3" 1-1/2" 0 8 110 65" 72" 120 76" 7fi" 65" 3" 1-5/8" 91" 3" 2-3/8" �z 120 60" 66" 130 N.A. 70" 48" 3" 1 1-3/e" 48" 3" 1-3/8" 130 N.A. 61" 120 110 140 N.A. 651, 60" 3" 1-1/2" 83" 3" 2-1/8" 140 N.A. 56" 150 N.A. fit" 120 1-3/8" 150 N,A, 52" 76" 3" 2" c� c 0 H TABLE 1 6 2 NOTES: `> d 1.SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.FOR WpIND LdAD CHECK THE MAX SPAN FOR EACH ANO USES THE LESSER OF THE TWO VALUES. q7 3.NORHER LIOAD TO DETERMINE ALLOWABLE SPAN. USE NEXT 4.FOGR TABLE 2 ggNTER AT A POSITIVE LOAD 2 PROJECT POSITIVE LOAD AND SoAN t PROJECT SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS, 4�,tot' `Jp.W:I(�elievlch _ -04/28/1 *51e:`;'AS NOTED. - 0 Drawn b •ARVr O a .;�;• Date:.0410'2015 pwaff rmor HURRICANE PROTECTION ' `t=sheet2of8 C:\Documents and Settlngs\MCantu\My Documents\Google Drlve\MIDI_Projects_Cad\08_]WKnmevich\CADZOIS\02_KC150107 T&C\RO-sub\KCISOIO7-02.dwg,4/15/2015 11:50:03 AM,Ledger,1:1.02339,vw .MiDisparate.mm EXISTING CONCRETE, EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, PTIONAL LEG DIRECTION WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECnONTYPE : _ 88 OCONNECOON TYPE WOOD FRAMING r� REFERENECEOANC OR REFERENCE ANCHOR (TYP.TOP AND BOTTON) �EN�NE a tJ,d6-R ar SCHEDULE FOR MAX. REFERENCE ANCHOR o Z SCHEDULE FOR MAX. B• SCHEDULE FOR MAX. iII ®S SPACING SPACING SPACING 3 �jmi3 qg g� /2" 2 1/4"MAX. w -, r 1/4"MAX. - - Q. ED. S W W F it; m F ,{� 1/4"MAB. W"' o$ oo a ri o N 1: a Me. u ^ cc•�,} ZJ EXISTING N i Z J GLAZING_ _ 1 t' EXISTING 1 = w- Q to a g uN• H -. .GLAZING - ¢ 1 1- _a f Q SEE MIN.STORM PANEL F SEE IN. N ' i•''' d ' '�Sp SEPARATION ut o STORM PANEL W o W won FROM GLASS o SEPARATION Gi EXISTING I- Y --TABLE-2-_ __ ___�+r=__ FROM GLASS "m _ GLAZIN y SEE MIN. m - - -_ — �u - -= _== —SABL'E2------- z _- -_ — - - --- -W -- —a�__ - - < -STORM'PANEL-_- �` �. �.._ x Z a SEPARATION - - �u -- 6< a FROM GLASS m 3s p p TABLE zGj WALL MOUNT SECTION ut OPTIONAL TOP MOUNTING ©BUILD OUT MOUNT SECTION In In Lu �J B -OB_SCALE:-3'-•-1'-_0"--- - -- - - -- ---__ --pa,• - --=- - -- --------_-- - -- - - ---- - - - o B tL EXISTING ' SEE MIN. GLAZING w w p J T STORM PANEL ," SEE MIN. SEPARATION XISTING STORM PANEL 41D 3 " FROM GLASS GLAZING a F SEPARATION p I-- TABLE 2 <m FROM GLASS TABLE 2 1 q � owu l7~ •? v 44 MAYBE Wo y p�p w C 1i ,,1.}�� EVERSE m m uap� is$Y W W � l7� , r' 9 N o • t A= a q xZ :` T W Jy O E< 'J N c1 CONNECRON TYPE Cl CONNECTION TYPE 'i• 1/4"MAX. MREFERENCE ANCHOR REFERENCE ANCHOR z,(� 1,. 1„ 5 "+ 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. CONNECnONTYPE 1/4-20 MACHINE BOLT CW REFERENCE ANCHOR SPACING SPACING •r.7 LOCK NUT 12"O.C. z SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP.TOP BOTTOM) r� SPACING HOLLOW CONCRETE BLOCK OFA C1 CONNECTION TYPE LEG DIRECTION WOOD FRAMING.SEE DETAIL EV REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. D SCALE.3".V-0" O BUILD OUT SECTION SPACINGO BUILD-OUT MOUNT SECTION o SCALE.3"0 l'-0" SCALE.3".V-0" XISTING CONCRETE, EXISTING SEE MIN. HOLLOW CONCRETE GLAZING STORM PANEL BLOCK OR WOOD EXISTING FASTENER 8D 6"D.C.OR SEPARATION FRAMING GLAZING BUT FROM GLASS u'• (�12"O.C., UT DO NOT TABLE 2 OGE CONNECn TYPE w w EXCEED ANCHOR ST. REPERENCE ANCHOR a m SCHEDULE SPACING. mSCHEDULE FOR MAX. USE REMOVABLE ANCHOR u E Q a' 'x SPACING WITH KEYHOLE WASHER W X I ®� OR ANCHOR WITH WINGNUT �Z u SEE MIN. WASHER.LOCATE FASTENER <m `�''�''"rt' °�/tr MAX. STORM PANEL 1 H-1 p4l IN NARROW PORTION OF a< SEPARATION wt HURRICANEPROTEOnON, KEYHOLE WASHER 1 Y~ EXISTING FROM GLASS w W �.•- J. ltie:evlch C1 CONNECTION TYPE a • GLAZIN 3 = TABLE 2 y s ti°�y ; erof°rm lea . O w m 4 4 u t�._ "kcdcemeTiw aEaicl! REFERENCE ANCHOR H-r < 9 SCHEDULE FOR MAX. N a x �:>� •'• •- SPACING7W:,.. wW .•%{!';est.•. N SEE MIN. �•-i O O g STORM PANEL I m p 1/4"MAX. ° fi Q SEPARATION ¢1 a FROM GLASS u1 CONNECDONTYPE le; :AS NOTED. B v TABLE 2 %ul = 1" 1 REFERENCE ANCHOR SCHEDULE FOR MAX. Drawn b: ARV., E Q SPACING ,>•'• Date:04 10 2015 •" DIRECT MOUNT SECTION CEILING MOUNT SECTION .r vi FLOOR MOUNT SECTION ?i '• o" ""°` SCALE.3"=1'-0" SCALE.3"-1'-0" SCALE.3"=T-0" - •. P "sheet3of8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI-Pro]ects_Cad\08_]WKnez ich\CAD2015\02_KC150107 T&C\RO-sub\KC150107.03Awg,4/15/2015 11:51:31 AM,Ledger,1:1.02336,w .MlDlsparade=m Ct CONNECTION lYRJ P z REFERENCE ANCHOR Z W SCHEDULE FOR MAX. ,,++ SPACING d a s 2"x 5"x 1/8"CONT. ~ o V Z fig ALUM.STUDDED ANGLE E3 B I W/1/4-20 STUDS L9E EXISTING CONCRETE, EXISTING FO- (�12"O.C. 9 EE ,,,F 2. ft 3 HOLLOW CONCRETE BLOCK OR d -1 m GLAZING w o W WOOD FRAMING +;' W 2 J SEE MIN, 1 w N�N . (TYP.TOP AND BOTTOM ; Q m STORM PANEL u d a 9 a F SEPARATION B 9 H a N U)vqq M a E FROM GLASS x 1 W o TABLE 2 E a Z x 3;; J IL um EXISTING :•. 05 w w "CONCRETE C4 CONNECTION WIM!1/4"MAX. ji�DGLAZIN w - REFERENCE ANCHOR1 vt _ _ _ 2 SCHEINGE FOR MAX. _W SEE MIN. --- ----- x --- REFEREN 1/ _=STORM PANEL --- -- -- _ - --E C=---- ---- =-- ---- -FOR MAX._ - - -- - -__ - =- 3•.�-REFERENCEE.ANCHOR _SEPARATIONFROM GLASS Iai1 SPACING XISTING CONCRETETABLE 2 CK OR HOLLOW CONCRETE hLOCK OR .Q'F.TRACK MOUNT SECTION WFLOOR MOUNT SECTION wooD FRAMING , W SCALEL 3"_v-V- _ - ---- _— __®SCALE.3".V-G" _ L BUILD-OUT SECTION — - _ �--�- ----- - - —_ -_ /—LOCK SYSTEM IN PLACE F3 Z �a WITH A THUMB SCREW USE©OR©WITH GLASS OR// OR TRUSS HEAD BOLT. 1/4-20 x 3/4" > DOOR w w MACHINE SCREW "'�j 1 z WITH.675"x.675" g' SEE MIN. Q m 1 x.125"SQUARE a �'Hae STORM PANEL =F SCREW HEAD 5 N 2 m„ FROM GLASS K 9 1/2"0.0,x 1/4"1.0. 3/16"SEPARATION a TABLE 2 o w 6 6a NYLON BUSHING v� H u m°'g F \ 1/4-20 x 3/4" z _ N>_ >MACHINE SCREW Q OR 1/4-20 S.S.NUT(TY DETAIL L w W wV,.,75"x.675" -F0_1 - Vx x.125"SQUARE uN 1 ►/ Ly X13 w SCREW HEAD zo ON Az " th ' .. MINIMUM NYLON w 1/16" NU ) Cl CONNECITONTTB MIN. T(GALVSHING ANIZED MB. REFERENCE ANCHOR \ W SCHEDULE FOR MAX. C-TRACK BLOW UP Z XISTING CONCRETE. SPACING__-_— _---- - Q_ --' SCALEo-HALF-SIZE-- - HOLLOW CONCRETE LOCK OR - - - _-__ - - --- -- -_- - - 5"LONG HANDLE N RIVETED TO PANEL Cl CONNECIION TRE REFERENCE ANCHOR o SCHEDULE FOR MAX. 1,_2„ o Z-4.6"LLE u =1SPACING 7" 3/8"m HOLE FOF0 1 FASTENING PANIM �m8 ANCHOR SCHEDULE PUNCH 1/2"x t"HOLES IN _____ f`i ,F' z g• ADJACENT PANELS TO RECEIVE .az•:r. FASTENER MAXIMUM SPACING(INCHES)REQUIRED FORVARIOUS DESIGN LOADS AND SPANS THIS BOLT W/PM NUT.PLACE iN 7 r'�i 0" m ,n ry Q W � $'� PANEL OVER EACH ADJACENT _____ y .r}k+ ulPANEL c .� cQ FROM THEINSIDE EN WINGNUTS �\ 0 ________ N Z. -� MAX SPANS UP TO SPANS IIP TO SPANS UPTO MBE ' W LOAD 6'•0" 9'-0' 72'•0' �' ANCHOR TYPE (PSE) \�� I} e Z u -I•:- BEE- (8EtNOTE1) (SEENOTEI)- ,(SFENOTEI) 9 TYP. - .EXIST�L.7[�F{OLI Q�J _`o _�_® - a NOTE? CONNECTDNTYPE CONNECTIONTYPE CONNECTIONTYPE O CDf`URE BLOCKS !Ly!y{='i (SEE NOTE3) (SEE NOTE 3) SEENOTE3) P la Z -w-- 0.76'Edge Distance_ - - -- --- ANELNEIGII�.T-4'i MAX DESIGN :72.00 -- -- .. he �. - Cl rt d ca d Cl C2 d CES d Cl C2-Cl C4 d v4-zo x 1 MACHINE -- _ - _ _ - INTERIOR FASTENING ANGLE ASSEMBLY- _ SCREW STUD WITH 3" - �y 46.0 16 16 18 11 9 16 14 9 B 5 16 11 7 4 4 WASHERED WINGNUT 0 SCALE-1-1/2"-V-0" =y- 62.0 16 16 T 76.0 16 16 10 7 B 16 9 8 4 3 16 B 5 3 3 -- '-- -- - -- WAILS a i 1/4° IAG�Sr�ELVTV OR - _ THESE DETAIL SIC $ 2"O.C. CONNECTS TO ADJACENT PANEL) - 90.0= 18 14-9--6--5-'18 8--6--3--318 B--6=-3--3= ---� OF-THE-LAST- S DEPICT THE MIN 1.75'PENETRATION -------- - ---' CONNECTION OF THE-LAST-PANEL-___---_- �--d- IN WOOD WITH6-0.55 120.0 78 70 8 4 3 16 8 6 3 3 16 8 5 3 3 o FOR AN OPENING WITH PANELS WALL MOUNTED INSTALLED FROM INSIDE.USE E� 0.76"Edge DlsWnce 5"x 2"x 1/8"x CONT, 2-1/2"x 1-1/4" OF THESE DETAILS SHALL BE IN e O q w STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" Cl C2 C3C4 d C1 C2 C3Ci C5Cl C2 C31041 C5 (SEE SECTION T) (TYP.BOTH SIDES) HEADER OR"U"HEADER TOP Vr 48.0 16 11 9 7 1B 9 6 5 4 15 7 4 3 3 MOUNT. T 82.0 73 8 7 6 15 7 4 4 3 11 6 3 3 � Z -$� • OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) y. 1/4° SAG SCREW OR 78.0 11 7 6 4 12 6 3 3 11 5 3 V N.T.S. RANGER BOLT 90.0 9 8 6 4 71 5 3 11 5 3 MIN 1,75°PENETRATION 'y IN WOOD WRH G -0.42 120.0 7 4 3 35 3 71 50.76'Edge olstance ANCHOR SCHEDULE w C21 C3 C4 CSI Cl I C21 d C41 C51 C72.222 FASTENER MAXIMUM SPACING(INCHES)REQUIRED FORVARIOUS DESIGN LOADS AND SPANS ANCHOR NOTES: s� e 48.0 18 8 5 „y = 8 4 7 3 G SEE SHEETS FOR ANCHOR NOTES. G7 0 62.0 13 8 4 ". 7 3 6 LOAD SPANS UPTO SPANSUPTO SPANS UPTO 76.0 70 6 3 5 5 N ANCHORTYPE 5.0 B-0' 72-0° 7l+1///16°,yyByyA��A77S��S WOODRED 9 4E: (SEENOTEI) (SEEMOTEI) (SEENOTEI) 93 BNWOODWI E-MO55 120.0 8 3 -F 5 �3 6 - - i� F��I CONNECTIONTYPE CONNECTDN TYPE CONNECTION TYPE o J 0.76"Edge Dletance - - I!) (SEENOTE3) (SEENOTE3) (SEENOTE3) c, yy w 2"Edge Distance Cl ggCAdqC1 C2C4 C5 Cl C2gC4d Cl I gdG4dC1 C21C3104 CSI Cl I gdG1q 48.0 16 16 16 16 18 16 16 11 13 10 16 1318 101 71 48.0 16 10 71 16 11 16 10 6 9 6 15 7 4 6 4 e 62.0 16 18 15 16 14 18 13 8 10 7 16 10 6 7 6 62.0 10 14 9 12 B 16 7 5 7 5 12 5 3 5 3 #12 STAINLESS STEEL rn 78.0 16 18 12 i6 11 78 11 7 8 6 18 9 8 7 6 76.0 18 77 7 10 7 13 8 4 5 4 11 5 3 5 3 14' ELCO PANELMATE PRO OR SMS W/2'EYEWALL d FEMALE ID Wrr 6TALGARD FINISH 80.0 18 78 70 72 B 18 B B 7 6 18 9 8 7 6 ARMOR INSERT W/2° 80.0 16 9 6 8 6 11 5 3 6 3 11 6 3 5 3 a' OR STAINLESS STEELW/1.7/8"EMBED SCREW EMBED/ IN WOOD WITHG=0,55 120.0 18 12 8 9 7 18 B B 7 6 18 9 8 7 5 GROUND BLOCK 120.0 16 7 4 8 4 11 6 3 6 3 11 6 3 6 3 0.75"Edge Distance z w 4"Ede Distance w C7 C2 C3 C4 d Cl C2 C3 CA C5 Cl C21 C3 C4 C5 0 C1C2dC7CSC1 C2 C3 C4 C5 Cl C2 C3 C4 C5 48.0 16 18 72 72 B 18 11 7 7 51161815 5 4 ,�_- _ 48.0 18 18 18 78 18 16 18 13 18 78 18 16 9 78 12 02.0 16 15 8 B 7 1B 1 6 6 4 13 6 4 4 3 O r76. 78 16 16 16 16 78 15 10 16 12 18 11 7 15 9 1618 14 11816 12 8 16 10 16 11 7 14 9 I14 WOOD SCREW OR 760 16 12 6 7 114 7 4 4 3 13 6 4 3 3 .40"- 1.W.`Oemich 814•10SMS 5/16°OITW TAPCON XL18 18 12 18 76 16 11 7 14 9 18 11 7 14 9 yr,bAprofenlo.aIErgi6xrW S,SEMBED IN . 18 10 0 1, 5 13 8 4 3 3 13 0 43 3 o W 2.25"EMBED IN/ O-' (✓ROUTED BLOCK 16 74 9 16 11 t6 77 7 14 9 16 71 7 14 9 t�.�, C9cente Nd:PE.19J: WOOD WfTH G=IN 120.0 18 7 6 6 3 t3 8 4 3 3 13 8 4 3 3 17 �Y�.*, •• 25"Edge Olstance 0.75"Edge Distance w W 71 1 ggCAI CZj Cl C2dCI C5 C1Cl C21 C31 C4 d Cl IC2 d Gi CS Cl C2 d C4 d 48.0 16 13 9 16 13 18 7 5 13 7 12 5 3 10 5 48.0 18 11 7 B 8 13 8 4 5 3 10 4 3 3 yam'' Yj "r / 02.0 16 M12 6 3 10 5 D 4 -M; 7 4 f 62.0 16 B 5 7 5 10 4 3 4 3 7 3 = 3 � 78.0 18 4 3 8 4 9 4 7 4 ^04/28/1 p14 WOOD SCREW OR 78.0 15 7 4 8 4 B 4 3 7 3 - �, �. le:;'AS NOTED, d19.30EMS 5/16'01TW TAPCON XL 90.0 15 4 7 4 9 4 7 4 - W/1.VEMBEDIN 80.0 12 6 3 5 3 7 3 7 3 a W12.25°EMBED IN DfaWnb: •ARVs 1l0URD BLOCK 120.0 11 4 7 4 9 4 7 4 r Date. 04102015 WOOD WITHG=0.42 120.0 9 4 3 7 3 7 3 b •�t1•- .1 DrviWn.rx- `'� i(C130107' HURRICANE PROTECTION �`~'Cy I':•'shee[6.of 8 C:\Documents and Settlngs\MCantu\My Documents\Google Drive\MIDI_Pmlects_Cad\08_)WKnaevich\CAD2015\02_KC150107 T&L\RO sub\KCISOI07-06.dwg,4/21/2015 5:11:24 PM,Lam,1:1.02339,w .MiDisparate.mm ANCHOR SCHEDULE FASTOMMA)aMUM SPACIN3(INCHES)REQUIRED FORVARIOUS DESIGN LOADS AND SPANS ©momommom©mm00mmmvo©mmom©mm00©© mmmmmmmmmommm0000mmmmmmmommmmomm °°°°^° ©moo©omoo©om©o©o - mmmmmmmmoomom0000mmmmmmmommmoomo a®,®,,,,,,,,,,. �mmmmmmmommmmomo _ IMmmommm®000moo®ommmmmmoomomoomo m=mmmmmmmomom0000 OR CLIMASEAL COATI EMBED mmomom0000m0000mmommmoomomoomo mmmmmmmoomom0000 = - �m0000moouom0000mmommmoomomoomo mmmommm0000m0000 ©mvoommvoo©mvoo©m000mm0000mvo©© ®mmomomo©oom0000 - - ��I1Q111N\g111tlR4c �mmmmmmmomom0000mmmmmmmommmoomm -_ __ __ ©mmmmmmom0000m0000m©000 ' - mommmmmm0000m0000mmmmmmoommmoomo ommmoomo - �mmommm0000m0000mmommmo©momoomo moommmmoomom0000 Mmmomom0000m0000mmommmoo®omoomo �mmommmo©oom0000 IN G•E mmm0000m0000monoomoommmoomomoomo mmmmomom0000m0000 _ mmmoomom0000monoo ummn,■; ©mmmmmmmmmmmommmmmmmmmammmammmm •�• ..: .n:. :U.POINTS �mmmmmm0000m0000mmmmmmmommmmomo .—ice ©moon©moo ©m©oom _ - �mmomom0000mo©o©mmmmmmmommmoomommmmmmmommmmomn �m0000m0000m0000mmmmmmoomomoomo mummmmmmmomom0000 1/4-20 STAINLESS Mm0000mo©o©mo©o©mmommmoomomoomvSTAINLESS _ �mmmmmmoomom0000 BIONLINNOREM �m000mmn000m0000mmomomoomomoomo m�mmommmo©oom0000 EMBED IN 2 KSI CONCRETE mmmmomom000nm000n a�m,,,amm„m„- ©m00mmm000mm0©Omm000mmOmOmm000m .. •:, - �mmmmmmoomomoomommmmmmmommmoomm ©m0000m0000mmoom . �mmommmoomomo oommmmmmoommmoomo ;�,,,,„„„„_„�,_ �mmommmo©n000�oo GIELT IMmmomm®000mo®oommommmoomomoomo mmoom000 000© ©© MILLENNIUM FASTENERS INW 75 EMBED Amo©memo oomo o©mmommmoomomoomo �moom000 ©©o©m©© KMmonmomo®oomo®o©moomomoomomoomo memo©0000 0000®©© 10 CONCRETE m00000©m000©mo© ©mOmmmmOmmmmommmmOm©mmOmmmm000m ©moo©gym mm©��m � ° « �mmmmmmmmmmmmommmmmmmmmmmmmmmmm mmmmmmmmmommmmomommmmmmmmmmmmomm mmmmmmmmmuommoo mill 1/4'0 rrW SAMMY SSC gommmmmmmomommomommmmmmmommmmomm m�mmmmmmoomomoomo "”' EMBED mmmmmmm®mommomommmmmmmommmmomm R �mmommmoomomoomo milli�mmommmmomommomommommmmommmmomm IN UKRICONCRETE mmmommmoomomoomo mmmo©momoomomoomm 1 , Z 41e p�a > ANCHOR SCHEDULE LV LC W J �fl u FAST MAAYW6PAOM(DCNE811a:gxf4DPORVA160119061GNLOA0.9AfO6PAN9 ANCHOR SCHEDULE o C N Z. ` FABTO M"MW SPACIM(-HES) ®11109 PoRVA16018 g90N L0Aa.9ANO6DA19 Q y De YAtI BPA 1D TO a 10 E1ilN91PTo SPA WTO 'gi W z 0-LOAD u� •+ N AMMOR TYPE (PeFl 6'•O 7.O 17.0° 6-0' 7-0° 17-0' B LOM SPA SPA 6Ri W 6 (em MTEI," (SEENOTEI) (SEEMT91) (emilolEI) IBE8MR t1- -19tENDTEI) 1aFFFN 9-V _ B-0' 17_P S 11l!Aa.. am ANCHOR7YPE (PBFl ® }rv.aq Q MTE1 CONNECTON- 11NNECTONTYFe CMECTONTVP9 -TON.-j-CCNNECTOH TI'P6 CONNECTONTYP6 N am (Bea Narel) (e6sMTe1) (a®NOTE11 � �,♦+ 111111111 (60110Te3) (MROrE]I (SEE143TE31 (Sae MTe3, (Z.;;E3) (atENOTE3) ht V 'i W r Ee•Dift 4'Edo•Dlabnc• 12 2V I a r1 a s cs G f1 l u a u rl o u a g d p --46011 4 �'. e -__ _ -.__ _ -_. -_ { ��'m , ( , Iea3,_ _ G d a U p C1 C2 p G CD q C3 p G p _1/4°m BUILDEXTAPCON eZ R e4 i R Ei 4 ■i i i E 7 a■1t e 4 i\e ,B g{m..\4■ """"S5 OR CLLMASFAL 7e.o a 30 ul 7,ryy N\\4 \C:8 r3 w e if<G e 4 IA 2f i a Z!p�;4BI 4 1/4°PEL[1 ANELMATE . 1a 4COATINGWILE'EMBED 4 i y B\i f r \\\i■ B r■ TCC\®4 1C E o i 4 a W1T0115TAT C DTa.o 13 a e e T .lie i e■ e 6\4 ■91 WOLLBLOCK ISHIN HOWI/1 Boo11a\T 4 e 4 e 4 JS \M■EEENNE4■■aRE■E 4ERIN 4■ FOl 1. ED W1 Ed•Plat• za Ed•o132a0c• 120.0 0 7w B r Ed Olafaw e 4 ZZ 11c, to1c., WGQtlGtlLICxtlGmCt C2tlUpC1tltlGmg Q tl G aW.O 490 7 T B f1 B to B T 11 T B G40011 r 14 B 1x e 3 092.0e B r 10 1B 7 8 0 d liN12 STAINLESS STEEL 820 10 B e 1+ 7 0 4 3 B1/4"O�E1L�Co ULTRACON 70.0 £ x e ;13 7 a x e b SMS Wl2°EYEWALL Te.a 4 e 4 6 e e 3: 6 3 7 3 4aDWHOLLOWEBL ED e0.a '. , 7 _ B ° 0IVOSROTtWEs1AED BooSERT 12 s 3r 4 T 3 4 r3 ua0 s .5 a e e m IN HOLLOVI BLOCK 120.0 B 4 a J r a- 4 7 3 4' p 1 26 Edge Dlals- 7 U•Dlatance Z -�u 4 33(( II ,7,r ]En Dlf•nW C [11L-+I ei 72-277-a q d p G p C1 G p G p L1 L3 p Cl a C1 d p G p L1 C2 O D U W q C2 p G p C1 Ce p G p C1 CS a G U O Ej1 = 6'�'& 513L6 ] ,;3 1-11118 16 13 1B 9 a 1211121 0 0 6 4a0 11 8 - to 7 0 e 4 4 B p J 2G p -/4°OALLPDINT$ 02,0 12 e s 1 4 r 3 4 e : 3 ^vy 1B 11 7 10 10 13 B 4 B a 10 I J 1 1 [4_°b POWERS TAPPER e20 0 1 11 a 4 = $OLID•$ET SR ON 70.0 10 8 3 a 3 9 7 0 19 B e 14 B 11 9 3 T 4 0 4 3 7 4 ,YCitM SEAL COATED tf3 O II4.205TNNLESS STEEL 00. 760 7 0 414 e 4 BOLT WI718°EMBED 90.o e 4 4 3 e r. a 1a e a n 7 e 4 3 7 4 B 4 3 T 4 410515�W,7I11.2S°EMBED Boo B •� e 4 4 4 IN HOLLOW BLOCK 120D 8 ] 3 5 b _ �,13 B J B ! 9 4 3 T 4 0 4 3 7 4 D1 HOLLOW 4 +'Ed 0 DIt2a 2a"Edge Dietance lxao 4 j:!' B Y:4-f 2 W q ppgUCf QpGpc1 C2tlg6U C2p GC6 CldpG dq moues 2y p 49.0 18 9 6 11 B B A O 7 4 19 8 a to 11 10 4 -.12 0 r B 4 6 1/ ABY e EW . OmIELLF 780 10 6 T e a a 11 0 13 1 MILLENNIUM FASTENERS W11d5'B4BED e0.0 e 4 e 4 e s B 4 .>11 e s e e e ANCHOR NOTES: Ey IN HOLLOW BLOCK u0n e 4 e e - 7 :.S 4 a e e -r e - P t.2a'Ed4•Dlabnce 25"Edge Dlalance 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUTTER SPANS FOR SPECIFIC W gN SHEET 2. d tl G C6Cl d tl u a Cl 3 C3g p Cl a C3C4a Cl d p 04 tl L1 d Cf u p 2. AN EFFECTIVELOADS MUST BWI D AREA OE LIMITED TOF IO SQ.FT.SHALL BEU EDOSE SHOWN IN TABLE I OFOR DETERMINING WIND LOADS FOR ANCHORS. ,tEEwz= L > 480 1s ie 1z 10 a 1810 s s s 1s 7 s 4 4 to 1e t2+e 1e 1s 10 a 11 a 1e 7 s e e 3, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN ea0 1e u B e 7 1e e a 4 4 +2 e 3 3 3 1e 14 a 1a 12 1e s e a e 12M31 9�UTTERSPAN THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO 1/4°011WTEACAN SO ra.a 1e n 7 e e 13 8 4 J a 12 6 3 3 3 1B H 7 1J 10 13 9 4 7 8 12 4, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. W401'150 PO,a 1e e e a a v e 3 3 3 1z 9 3 ] 3 1e B e tt a u s a e s +2 5. EXISTING STRUCTURE MAY BECONCRETEASTM C-90 HOLLOW CONCRETE BLOCK,GROUTED MASONRY,OR WOOD FRAMING. o IN OLLOW BLOCK REFERENCE ANCHOR SCHEDULE FOR PRO ERA TYPE BASED ON TYPE OF EXISTING STRUCTURE, in 120V 1517 4 14 13 11215 3 J ]11215 3 3 3 15 7 4 e a 12 a 3 e a v 6, ANOIORSSHALLBE INSTALLED INACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 7. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDES WALL FINISH ORSTUCCO. 8. WHERE EXISTING STRUCTURE 15 POST-TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARENOT DANGED. 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY.FIELD VERIFYTHAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT P17YW60D,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10.WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4"MIN,WOOD STUD,3/4'EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING.WOODSTUD SMALL HAVE A MIN DENSITY NO ED IN ANCHOR SCHEDULE.SCREWSSHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11.MACHINE SCREWS SHALL HAVE MINIMUM OF I/2'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD SIDEWALK BOLT,U.O.N. 12.[DESIGNATES ANCHOR CONDITIONS�HATARENOT CCEPTABLEUSES. 13. DESIGNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW NUT ORWASHEREDWINGNUT, a4Ba'2 LWYKnezevlch 14.ALL CONCRE HOR GR SCHEDULE. BE INSTALLED IN UNCRACKED CONCRETE ONLY WIYH A MINIMUM CONCRETE STRENGTH AS 4`tUB p I.. !R.16810* _ T .�' CW-i N6:PE494, 15.WHEN ANCHORING TO CONCRETE BLOCK,SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL ,, •-.fJ CONCRETESCREWS. .!" �.:•'..•' _ x04/28/1 .. rte. le:CAS NOTED, �� aa. Drawn by: Q GpT}`�VjIIY���L�,L{1Td'� y:1•, Date:.04110/2015 i•S11L1L1L�Y:1 •E_. s TC1jj�� 017U1•11- U/.st N.oa._-•'/ •,�,11*p, • . HIIFLRICANE PR07ECTION - I%?`sh6et8,of8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI_Fkojects_Cad\O8_]WKnezevlch\CAD2015\02_KC150107 T&C\R0-sub\KC350107-08.dwg,4/21/20154:34:41 PM,Ledger,1:1.02339,W W W.MiDsparahe.mm