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135 NE 94 St (2)Miami Shores I3uilding Department Product Approval Schedule / Comparison Chart Address:'2 Opening Design NE 9 Rough Opening s1 Permit Simile' Required No. O5— Mullion n Required Zi�� [ Opening Description of Window Product Acceptance Product Approval Impact Yes / No MO D 1D or Door or Mullion Number Design Pressure ( +) PSF 53.3- t0.0 4,0 ( -) PSF 61. 66.? /00 Pressure ( +) I'SF ( -) PSF Size 95X 5 3 ?7( 50 2- 3 ?ASo Yes / No .e_ Yes / No WO ��s �-e� 1-� 0 LE) Y) cat W' tc,/ 7) / ul mci/ o n ©O- / /O ? -o2 o0- 0(2(99 -r0 o2 -d3 //. o? Ofro 81 44:62: 2' /3 9 . ' 4 - v_= ° s e, Opem __ __ A.17 5- o bi & V/ �I I_. MA A mir .....-VII '# t11 1 � a 1 n '- ' J �� 1111 fr J t. —, r 7 A ir (6R;6- 479 It /O/: x si 1 4/s x s/ / 11111111111111 1.111 Ii MEM 317z)(51 7,- o0l� rip s Adod dm s ,li ds'o5 wf ' tAvr» Q ui 3 9 A 506/2 � /1061) (4)/4 3u).;1010141 .i r)d ®t.9 v;ncl9e) 392(505/g 4 / 0) /d H ,X1 C A'ogz /9G � �1l / Y7 O ,/‘ 1 /1 af/s 4 den') Li- 50 yg 4,v;,,dow ,, 519" il91e (i//o do .wP.o ...•-• .. ...i .•••■ } • <��l s.)4 dr g 1 o _ oP t ' 41(1 \\L Ogi A 3' M 1 WNW gimp 40 116 0°1 .n. delft VIM affil i M1AMIDA.I PRODUCT CONTROL NOTICE OF ACCEPTANCE Labrador & Fundora Corp dba V & V Windows 2690 W. 3rd Court - Hialeah ,FL 33010 - 1454 The expense of such testing will be incurred by the manufacturer. APPROVED: 12/14/2000 NIIANII - DARE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE NIL•TRO -DADS FL: \(,L[R BUILDING 141) \v, s r FI.: \GLl R Si RIiFr. SUITE i AIL \MI. FLORIDA 331311 -ISo3 (31)5) 375 -291)1 FAX (305) 375 -2 22903 CONTRACrOK LICENSING SE( - 1 . 10N (305) 375 -2527 FAX (305) 5 -2555 coN ritAcrOK E`FoRCF:wN'r OI %Ism. (305) 375 -2966 FAX (305) 375 -2' 1.140orCT cox ri(A1. DIVISION (3115) 375 -290 FAX (31)5) 371 -63:0 Your application for Notice of Acceptance (NOA) of: Aluminum Single Hung Window .under Chapter 8 oldie Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein. has. been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements .of the South Florida Building Code. ACCEPTANCE NO.: 00- 0609.10 EXPIRES: 12/14/2005 Raul Rodriniez Chicr Product Control Division TI11;S IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER :1L CONDITIONS BUILDING CODE & PRODUCT REVIEW CONI I1TTEE This application for Product Approval has been reviewed by the BCCO.and approved by the Buildim, Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. . Francisco J. Quintana, R.A. Director Miami -Dade County • Building Code Compliance Ofice \\s0450001\pc2000 \\ emplateslnotice acceptance cover page.dot Intrrnet mail address: nos tm: rster a:bu,iltiinocntlennline_cnm Ftnmenape: httn: / /ss•ww.huildinocodennline.com LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00- 0609.10 dba V & V Windows APPROVED : DEC 1 4 2000 EXPIRES : DEC 1 if 2005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -23, titled "Aluminum Single Hung window" Sheets 1 through 3 of 3 dated 03/26/99 last revised on 11- 15 -00, prepared by Al- Farooq Corporation, signed and sealed Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4 • INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 1St.4 . LL4 i- Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division r' LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00- 0609.10 dba V & V Windows APPROVED : DEC 1 4 MOD EXPIRES : DEC 1 4 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; - (1) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be g: o'inds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. 1544.5 1. L4 4 M.CL Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 WINDOW DIMS. NUMBER OF ANCHORS /JAMB DSB -ANN. GLASS 3/16" -ANN. GLASS WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8' 26 -1/2' 37' 53 - 1/8 26' 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 121.4 3 - - 60.0 120.7 19 -1/8' 26 -1/2' 37' 53 -1/8 38 -3/8' 3 60.0 66.7 60.0 121.4 3 - 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 117.4 3 - - 60.0 81.8 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 4 60.0 66.7 60.0 121.4 4 60.0 66.7 60.0 121.4 4 60.0 66.7 60.0 118.7 4 - - 60.0 75.6 19 -1/8' 26 -1/2' 37' 53 -1/8 56' 5 60.0 66.7 60.0 121.4 5 60.0 66.7 60.0 121.4 5 60.0 65.3 60.0 118.9 5 - - 60.0 69.9 19 -1/8' 26 -1/2' 37' 53 -1/8 63' 5 60.0 66.7 60.0 121.4 5 ' 60.0 66.7 60.0 121.4 5 58.5 58.5 60.0 106.5 5 - - 59.5 65.5 19 -1/8' 26 -1/2' 37' 74 -1/4' 6 60.0 66.7 60.0 121.4 6 60.0 66.7 60.0 121.4 6 - - 60.0 89.0 • DESIGN LOAD CAPACITY - PSF FALSE MUNTI (SURFACE APPLIE MAY BE US 0 to 3 2 z M z co 53' S D a O J 0 c_ 0 0 WINDOW WIDTH 49 7/16" O.L. OPG. (FIXED) 13' TYP. HEAD /SILL it 11 1I 11 II it - � - n O ii 3 /16' -ANNi B II GLASS II 11 11 0 II it - ate 48" II 1 II 11 O.L OPG. (VENT) 50 1/8' ROLL FORMED ALUMINUM BEAD DS8 -ANN. GLASS OR 3/16" ANN. GLASS GLAZING QUAIL VENT WIDTH SILICONE GE 1000 3/8' X 1/16' BEAD 7' . MAX. TYP. HEAD /SILL TYPTCAL ELEVATIONS TESTED UNITS Engr. OR. HUTAAYOUN FAR000 ;;1RUCTURES FLA. ?c a 10557 D.L. OPG. ` (VENT)• • 34.1 /8' WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. APPROVED AS COMPLYING WITH THE SOUTH F RIDA BOIL NG COLT DATE /y LOO o BY (.5(.0•••=1 I - < ky..d� PRODUCT CONTROL DMSION BUILDING CODE dOMPLIANCE OFFI9E ACCEPTANCE NO. 0 607- f° ITEM d REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 1 FRAME HEAD 6063 -T5 - 2 1 FRAME SILL 6063 -T5 - 3 2 FRAME JAMB 6063 -T5 - 4 1 FIXED MTG. RAIL 6063 -T5 - 5 1 VENT TOP RAIL 6063 -T5 - 6 1 VENT BOTTOM RAIL 6063 -T5 - 7 2 VENT JAMB 6063 -T5 - 8 AS ROD. GLAZING BEAD ALUMINUM ROLL FORMED 9 2 /VENT VENT LATCH e 7 1/4' FROM ENDS - ZINC DIE CAST 10 1 REINFORCING BAR 1/2' X 5/8' STEEL(A-36) FULL LENGTH. VDV. V/ 3/16' GLASS ONLY 11 1 REINFORCING BAR 3/4' X 3/4' STEEL<A -36) FULL LENGTH, VDV. V/ 3/16' GLASS ONLY 14 AS REQD. BOTTOM RAIL BULB W'STRIPPING VINYL TEAM PLASTICS 15 AS REQD. ASSEMBLY SCREWS - I$8 x 1' P,Ft. CRS SMS 16 2 BLOCK b TACKLE BALANCE - 5/8' BOX, BALANCE SYSTEMS INC. OR EQ. 17 AS REQD. PILE WEATHERSTRIP - SCHLEGEL FIN SEAL OR EQUIV. 18 1 5/16' BOX SCREEN - OPTIONAL 4 TYP CAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCKS x • ° = „ar ...gy ° a :REINFOR BARS REQD. AT WINDOWS 'WITH 3 GL ASS ON LY ST 36) TO BE PAINTED OR PLATED TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS NOT BY V &V WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SUPER SEAL SEALANT. OR EQUIVALENT ANCHORS: SEE ELEVS. FOR SPACING 3/16" TAPCONS INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION _ INTO WOOD THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. TAPCONS AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. 1BY OR 2BY W000 BUCK 18Y OR 2BY a W000 BUCK Engr. OR. HUL AYCVK FAR000 STRl1C1UftE: FLA. PE )1 16557 6 2000 TYPICAL ANCHORS SEE ELEVS. FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BULL NG CODE DATE .,f�'� 0 -e /, 200 BY I5k41 I•&i4i4 PRODUCT CONTROL. DMSION BUILDING CODE OOMPLIANCE OFFICE ACCEPTANCE NO. 00 - CO? 4• /0 Z In w 0 F- U 0 0 CC Q- (1) d N lY z � jM vi °0 0 to M 3 r ) ZNS 0 0 N 3 O 0 z 3 . • z -J z CA. z - iJl C O N 1 0 v ,. L 1 C 0 A 0 h N •O A O . O C • B 0 n o_ 1 v u drawing no. W99 -23 (sheet 2 of 3 ) FIXED MEETING RAIL 1437 I 1.015 1.87 1 r - 2.125 .062 TYP. FRAME TOP CORNER I I 4- - FRAME BOTTOM. CORNER fsgr. DR.. HULIAWN FARDOO STRUCTURrS FL. '16537 V 1 6 2000 VENT TOP CORNER VENT BOTTOM CORNER APPROVED AS COMPLYING WITH THE SOUTH ORID BUIL ING CODE DATE /4 20o BY t.Lwc • 1-L01.44 PRODUCT CONTROL DMSION BUILDING CODE dOMPLIANCE OFFICE ACCEPTANCE NO,cC' :1 0 0 _ W I- I I I II 1 1 1 1 1 v (22) (23 W3 • tl �} -. _ v 1 YPI/ - f.i 1C1L 111 •.•.. 1.1411 ANC,U)R NOTES 1 YPICAL ANCITURS SC CLCVS- L ANCHOR NOTES Q A17CIIIRS I./I IAI ;INI It.TtJRE 1/8 LOU THICKNESS (6) (1) N IPA ):I) .`:11 1. V a 0 J 0 ( 4 ( w 3- s 4 TYPICAL ANCHORS SEC CLCvS. 1. ANCHOR NO TYPICAL ANCHORS SEE CLCVS. t ANCHOR NOTES IBY OR 2BY vOOD BUCKS • • (19 (6) •e TYPICAL ANCHORS -' SEE CLEV. FOR SPACING ItI -I<) .- .SILL, 11115 SIRUCIIJRE IS DESIGNED A'. PLR 1111 SOW') 11 (/RIGA BUILDING CODE 1994 EDITION FOR OADE COUNTY. ALSO T )it WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. w000 BUCKS BY OTHERS. MUST BE ANCHORED PROPLHLY 1O IRANSFER LOADS TO THE STRUCTURE. �. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT . TO BASE MATERIAL SI IAI L HL BE (0110 WALL DRESSrr1G OR STUCCO. TYPICAL ANCHORS: SEE I. LEN'S. FOR SPACING 3116" 0I 114' TAPCONS 1)410 2BY W000 BUCKS OR WO(',T) STRUCTURE I - 1/4 MIN. PENETRATION INTO :v()OU THRU )U( WOOD BUCKS INTO LT- ',ONRY OR DIRECTLY INTO MASONRY I - I/4 MIN. EMBED INTO MASONRY AILACHMLNT TO MULL tON OR ME1A1 SIREICTI)RES A) 110 SHIM SPACE USE /10 AND CHARTS FOR I /4" TAPCONS 8) 1 /4 SHIM SPACE USE 3/16 TEKS ANO CHARTS FOR 3/16 TAPCONS USE 1/4 TEKS AND CHARTS FOR 1/4 TAPCONS SEALANTS: ALL FRAME ANO VENT CORNERS. INSTALLATION SCREWS ANO BOTTOM OF FIXED MEETING RAIL SEALED WITH CLEAR /ALUM COLORED SEALANT. Wl EPHOLES: w i = (1-7/8" X 5/ i 6') AT4" AND 25 FROM ENOS W2 _ (1/4 X 2 AT MIDPOINT OF TRACK W3 = (7/8" X 3/81 . AT 3 -1/2 FROM EACH END NON IMPACT RESISTANT WINDOWS DAOE COUNTY APPROVED IMPAC1 RESISTANT SHUTTERS REQUIRED FOR ALL INSTALLATIONS. ADHESIVE BEDDING COMPOUND ROLL FORMED ALUM GLAZING BEAD GLAZING DETAIL DSB -ANN. GLASS 3 /16 GLASS 1/4' ANN. CLASS En . HUMAYOVN FAROOQ STRUCTURES FUl PC / 16557 1 4 2000 APPROVED AS COMPLY,* WITH THE SOUTH FLOR)QA DA BY ALI loot TROL DIVISION BLALDING COOS COMPLIANCE OFFICE ACCEPTANCE NO 09-0? O 3 9 1 S drawing no. W00 -47 (sheet 1 of 9, DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOWS WITII STANDARD SILL 3/16" TAPCONS WINDOW DIMS. A DSB - ANN. GLASS INCHES WIDTH HEIGHT HEIGHT EXT. ( +) 1 NT. ( -) 24 24 4 53.3 66.7 36 36 4 53.3 66.7 48 24 6 53.3 66.7 60 60 6 53.3 66.7 72 72 6 53.3 66.7 24 24 4 53.3 66.7 36 36 4 53.3 66.7 48 36 6 53.3 66.7 60 60 6 53.3 66.4 72 72 6 53.3 54.6 24 24 4 53.3 66.7 36 48 4 53.3 66.7 48 48 6 53.3 61.3 24 24 4 53.3 66.7 36 60 4 43.7 66.4 19-1/8 19 -1/8 4 53.3 66.7 26-1/2 26 -1/2 4 53.3 66.7 37 26 4 53.3 66.7 53-1/8 53 -1/8 6 53.3 66.7 7 4 74 6 53.3 66.7 19 -1/8 19 -1/8 4 53.3 66.7 26 -1/2 26 -1/2 4 53.3 66.7 66.7 38 -3/8 4 53.3 66.7 37 37 53-1/8 53-1/8 6 53.3 66.7 19-1/8 19 -1/8 4 53.3 66.7 26-1/2 26 -1/2 4 53.3 66.7 66.7 50 -5/8 4 53.3 66.7 37 37 53-1/8 53 -1/8 6 52.5 52.5 19-1/Es 19 -1/8 4 53.3 66.7 26 -1/2 63 4 50.4 66.7 37 37 4 36.7 59.6 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOWS WITH HI -RISE SILL 3/16" TAPCONS WINDOW DIMS. DSB - ANN. GLASS INCHES A WIDTH HEIGHT EXT. ( +) r INT. ( -) 24 4 65.0 66.7 36 4 65.0 66.7 48 24 6 65.0 66.7 60 6 65.0 66.7 72 6 65.0 66.7 24 4 65.0 66.7 36 4 65.0 66.7 48 36 6 65.0 66.7 60 6 65.0 66.7 72 6 55.8 55.8 24 4 65.0 66.7 36 48 4 65.0 66.7 48 6 61.2 62.3 24 4 64.3 66.7 36 60 4 43.7 66.7 19 -1/8 4 65.0 66.7 26 -1/2 4 65.0 66.7 37 26 4 65.0 66.7 53 -1/8 6 65.0 66.7 74 6 65.0 66.7 19 -1/8 4 65.0 66.7 26 -1/2 4 65.0 66.7 38 -3/8 4 65.0 66.7 37 53-1/8 6 65.0 66.7 19 -1/8 4 65.0 66.7 26 -1/2 4 65.0 66.7 50 -5/8 4 65.0 66.7 37 53 -1/8 6 52.5 52.5 19 -1/8 4 65.0 66.7 26 -1/2 63 4 50.4 66.7 37 4 36.7 59.6 0 15" MAX. AVG. SPACING D.L. OPG 26 3/4" VENT WIDTH 23 1/2' D.L. OPG. 1 1 11 I , 11 DSB -.ANN. G1 ACS I) I . 53 1/8" WINDOW WIDTH / /4. DSB /ANN. __ _GLASS -_ STD. FIX. MTG. RAIL u n n n 23 1 /2' D.L. OPG. TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES ()TOP 0 BOTTOM EXTERIOR VINDOV VIDTH XO LAYOUT OX OPPOSITE (2) ANCHORS 0 MTG_ STILE ENDS AT 4' . O.C. TYP. 5" MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPLIED MUNTINS OPTIONAL LATCHES. FOR VDV. HT. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 -5/8' TVO LATCHES ONE AT 14' FROM BOTTOM NE AT 18' FROM TOP 1/4' SHIM MAX. e TYPICAL ANCHORS SEE ELEV. I. ANCHOR NOTES e WOOD BUCKS NOT BY PINO WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A = NO. OF ANCHORS PER HEAD /SILL APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DA I . ' ' / toad BY PR I I • ROL DIVISION BUILDING CODE COO/MyyP��UA 4CE OFFICE ACCEPTANCE NO. CO 1 09 °L 8 0 > o < < 1 a cO Cr C4 V) 0 N Q O 0 Z 0 N O J O O M 1 N w E2 w c 0 N 8 r 0 V • 0 u t. p O 3 1 c 0 v 0) tv 0 v 0 O O c a u ( drowing no. W00 -47 (sheet 2 oI 8 WINDOW DIMS. INCHES 3/16" TAPCONS 1/4" TAPCONS A 3/16" -ANN. GLASS 1/4" -ANN. GLASS 3/16" -ANN. CLASS 1/4" -ANN. GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) -NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) 24 36 48 60 72 4 53.3 121.4 . 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 24 6 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 159.6 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3 24 36 48 60 72 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 4 53.3 118.2 53.3 118.2 53.3 121.4 53.3 179.3 36 6 53.3 118.2 53.3 118.2 53.3 121.4 53.3 157.2 6 53.3 106.4 53.3 106.4 53.3 121.4 53.3 143.7 6 53.3 88.7 53.3 88.7 53.3 101.6 53.3 139.7 24 36 48 60 72 48 4 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3 4 53.3 88.7 53.3 88.7 53.3 121.4 53.3 129.0 6 53.3 88.7 53.3 88.7 53.3 104.8 53.3 104.8 6 53.3 79.8 53.3 79.8 53.3 88.8 53.3 91.5 6 53.3 66.5 53.3 66.5 53.3 73.0 53.3 83.8 24 36 48 60 72 60 4 53.3 106.4 53.3 I 106.4 53.3 121.4 53.3 139.7 4 53.3 70.9 53.3 70.9 53.3 98.6 53.3 98.6 6 53.3 70.9 53.3 70.9 53.3 78.6 53.3 78.6 6 53.3 63.8 53.3 63.8 53.3 67.1 53.3 67.1 6 53.3 53.2 53.3 53.2 53.3 56.9 53.3 59.9 19 -1/8 26-1/2 37 53 -1/8 74 26 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 159.3 53.3 121.4 53.3 I 179.3 6 53.3 121.4 53.3 159.3 53.3 121.4 53.3 179.3 6 53.3 119.5 53.3 119.5 53.3 121.4 53.3 179.3 19 -1/8 26 -1/2 37 53 -1/8 74 38 -3/8 4 53.3. 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 150.7 53.3 121.4 53.3 179.3 4 53.3 107.9 53.3 107.9 53.3 121.4 53.3 168.1 6 53.3 107.9 53.3 107.9 53.3 121.4 53.3 135.9 6 53.3 80.9 53.3 80.9 53.3 91.6 53.3 123.1 19 -1/8 26 -1/2 37 53 -1/8 74 50 -5/8 4 53.3 121.4 53.3 158.2 53.3 121.4 53.3 179.3 4 53.3 114.2 53.3 114.2 53.3 121.4 53.3 155.3 4 53.3 81.8 53.3 81.8 53.3 118.3 53.3 118.3 6 53.3 81.8 53.3 81.8 53.3 91.3 53.3 91.3 6 53.3 61.3 53.3 _ 61.3 53.3 66.7 53.3 76.2 19 -1/8 26 -1/2 IE 37 53-1/8 74 63 4 53.3 121.4 53.3 127.2 53.3 121.4 53.3 162.7 4 53.3 91.8 53.3 91.8 53.3 121.2 53.3 121.2 4 53.3 65.7 53.3 65.7 53.3 91.1 53.3 91.1 6 53.3 65.7 53.3 65.7 53.3 . 68.6 53.3 68.6 6 52.4 49.3 53.3 49.3 52.4 52.4 53.3 55.0 15" MAX. AVG. SPACING 37 1/4' VENT WIDTH 34 1/8' D.L. OPG. 74' WINDOW WIDTH Cd.) H.D. FIX. MTG. RAIL @ TOP I 19 BOTTOM EXTERIOR VINDDV WIDTH XO LAYOUT OX OPPOSITE (2) ANCHORS ® MTG. STILE ENDS AT 4' O.C. TYP. 1 1 1 1 I _ == = =I= == = r fi 1 1 1 1 I 1 1 I, II IL- = = == = fir -= // 1 /// ' /// �__ 3/16 OR 1/4 ANN. GLASS I, 1 1 1 11 34 1/8' D.L. OPG. TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES LATCHES. FOR VDV. HT. UP TD 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR vDV. HT. MORE THAN 50 -5/8' TVO LATCHES 'ONE AT 14' FROM BOTTOM NE AT 18' FROM TOP 5' MAX. TYP. AT HEAD /SILL CORNERS 1/4' SHIM MAX. 17 SURFACE APPLIED HUNT INS OPTIONAL 4 TYPICAL ANCHORS SEE ELEV. L ANCHOR NO • 6 4 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOWS WITH STANDARD SILL A = NO. OF ANCHORS PER HEAD /SILL Engr. DR. HUAIAYOON FAR000 STRUCTURES FLA. PE 9 16557 DEC 1 4 2000 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDIN CODE DATE . ' . O4 ZOO. BY PROD , ONTROL DIVISION BUILDING CODE COMPUANCE OFFICE W ACCEPTANCE NO. - /10 .612 3 O 0 z 3 C5 0 J V) !V 0 -J a Ul O 0 w w V) 0 N 0 0 r 1' Z 0 O 0 w O 1- ( 0 to t0 � SI Z J 3 w w 3 o 0 o�� - UJ 1 c 0 0 h v o Iv 0 'O O J 0 i drowing no. W00 -47 15" MAX. AVG. SPACING 37 1/4' VENT WIDTH 34 1/8 D.L OPG. A 1 I 2 1 1 11 11 11 If II 11 z 0 1 1 • C 1 ,1 / 1; 1' / i•1 3/16' OR 1/4' ANN. GLASS i 1 18 ;1 74 WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL Oti MOVING AND FIXED IITES 19 BOTTOM EXTERIOR vI*1pI1v vIDTH XQ LAYOUT OX OPPOSITE (2) ANCHORS 0 IOC. STILE ENDS AT 4' O.C. TYP. D.L OPG. 1 1 1 AT HEAD /SILL CORNERS 34 1/8' _ SURFACE APPLIED' MUNTINS OPTIONAL LATCHES. FOR VDv. HT. hIP TO 50-5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 -5 /8' Tva LATCHES ONE AT 14' FRO.Y BOTTOM AT 18' FROM TOP 5' MAX. TYP. _ TYPICAL ANCHORS SEE ELEV. L ANCHOR NOTE • 6 6 6 6 4 65.0 65.0 65.0 65.0 65.0 107.9 80.9 121.4 114.2 81.8 81.8 61.3 . 121.4 118.2 106.4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 80.9 158.2 114.2 81.8 81.8 61.3 127.2 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 • 65.0 65.0 65.0 56.9 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 104.8 88.8 73.0 121.4 98.6 78.6 67.1 56.9 121.4 121.4 121.4 121.4- 121.4 121.4 121.4 121.4 121.4 91.6 121.4 121.4 118.3 91.3 66.7 121.4 121.2 65.0 65.0 65.0 65.0 65.0 65.0 65.0 59.9 65.0 65.0 65.0 65.0 65.0 65.0 65.0 '79.3 168.1 135.9 123. 179.3 155.3 118.3 91.3 76.2 162.7 121.2 91.1 6 6 4 6 6 6 4 6 4 4 4 6 6 4 4 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 56 .9 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 121.4 121.4 • 121.4 121.4 121.4 ' 118.2 118.2 106.4 88.7 121.4 88.7 88.7 79.8 66.5 106.4 70.9 70.9 63.8 53.2 121.4 121.4 121.4 121.4 119.5 121.4 121.4 107.9 91.8 65.7 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 • 59.9 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 177.3 159.6 133.0 177.3 118.2 68.7 133.0 88.7 88.7 79.8 66.5 *06.4 70.9 70.9 63.8 53.2 179.3 179.3 159.3 159.3 119.5 179.3 150.7 107.9 *07.9 91.8 65.0 65.0 65.0 65.0 65.0 65.0 65.0 WINDOW DIMS. INCHES A 3/16' -ANN. CLASS 1/4" -ANN. CLASS 3/16" -ANN. CLASS I /4" -ANN. GLASS WIDTH HEIGHT 24 36 48 24 60 72 24 36 48 60 72 24 36 48 . 60 72 74 36 48 60 72 19 -1/8 26 -1/2 37 26 53 -1/8 74 19 -1/8 26 -1/2 37 38 -3/8 53 -1/8 74 19 -1/8 26 -1/2 37 53-1/8 74 19 -1/8 26 -1_/2 37 53 -1/8 74 50 -5/8 63 6 DESIGN LOAD CAPACITY - PSF (X0 OR OX SF/ES ) WINDOWS WITH HI -RISE SILL 3/18" TAPCONS EXT. ( +) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 65.0 65.0 65.0 65.0 52.4 121.4 " 65.7 49.3 WOOD BUCKS NOT BY PINO WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 65.0 179.3 65.0 65.0 55.0 A = NO. Of ANCHORS PER HEAD /SILL 177.3 65.7 65.7 49.3 incr.: DR. HUUAYOUN F'AR000 STRUCTURES RA. PE / 16557 DEC 1 4 2000 65.0 52.4 1/4" TAPCUNS 1NT. ( -) EXT. ( +) 1NT. ( -) 121.4 65.0 179.3 121.4 65.0 179.3 121.4 65.0 179.3 121.4 65.0 179.3 121.4 65.0 179.3 121.4 65.0 179.3 121.4 65.0 179.3 121.4 65.0 157.2 121.4 65.0 143.7 101.6 65.0 . 139.7 121.4 65.0 121.4 65.0 91.1 68.6 52.4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 55.0 179.3 129.0 104.8 91.5 83.8 139.7 98.6 78.6 67.1 59.9 179.3 179.3 179.3 179.3 179.3 179.3 68.6 55.0 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DA E ' n .e2 . 4 . 2 001 PROD T • NTROL DIVISION BUILD*UG CODE COLIPI.IAI4CE OFFEE ACCEPTANCE Np QP /(O j• 02. 3 a 3 0 'i � , 0 ZIL r R n i 0 : WOC 010 _ . N •v 3 ?3� B; 0 ,n"1 f O N 1 O,Z1L n z , ;, 1 i W a o Z to w tel - rV o ' .. r I 2 b a w u drowsing no. W00 -47 I sheet 4 of 8 WINDOW DIMS. INCHES 3/16" TAPCONS 1/4" TAPCONS A 3/18" - ANN. GLASS 1/4" - ANN. GLASS 3/16" -ANN. GLASS 1/4" - ANN. GLASS WIDTH HEIGHT EXT. (4. ) 1NT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. (+) 1NT. ( -) 72 84 96 108 111 7 53.3 121.4 53.3 155.2 53.3 121.4 53.3 8 53.3 121.4 53.3 152.0 53.3 121.4 - 53.3 _ 53.3 _ 179.3 179.3 179.3 165.5 160.7 24 8 53.3 121.4 53.3 133.0 53.3 53.3 121.4 112.1 8 ' 53.3 112.1 53.3 118.2 53.3 53.3 8 53.3 108.8 53.3 115.0 53.3 108.8 72 84 96 108 111 36 7 53.3 103.4 53.3 53.3 103.4 101.3 L 53.3 53.3 106.2 89.5 53.3 53.3 146.4 - 132.2 8 53.3 89.5 8 53.3 . 77.3 53.3 88.7 53.3 77.3 68.1 _53.3 53.3 114.2__ 100.6 8 53.3 68.1 53.3 78.8 53.3 8 53.3 66.1 53.3 76.7 53.3 66.1 53.3 97.7 72 84 96 106 111 48 _ 7 53.3 76.2 53.3 77.6 5.3.3 76.2 53.3 93.1 8 53.3 _ 64.2 53.3 76.0 53.3 64.2 53.3 86.4 8 53.3 55.5 53.3 66.5 53.3 55.5 53.3 82.1 8 48.9 48.9 53.3 59.1 48.9 48.9 53.3 72.2 8 47.4 47.4 53.3 57.5 47.4 47.4 53.3 70.1 72 84 98 108 111 60 7 53.3 59.4 53.3 62.1 53.3 59.4 53.3 68.3 8 50.1 50.1 53.3 60.8 50.1 50.1 53.3 62.0 8 43.3 43.3 53.3 53.2 43.3. 43.3 53.3 57.6 8 38.1 38.1 53.3 47.3 38.1 38.1 53.3 - 54.6 8 37.0 37.0. 53.3 46.0 37.0 37.0 53.3 54.1 74 106 -1/4 111 26 7 53.3 121.4 53.3 139.4 53.3 121.4 53.3 179.3 8 53.3 103.0 53.3 110.9 53.3. 103.0 53.3 152.1 8 53.3 98.2 53.3 106.2 53.3 98.2 53.3 145.1 74 106-1/4 111 38 -3/8 7 53.3 94.4 53.3 94.4 53.3 95.5 53.3 130.3 8 53.3 64.3 53:3 75.2 53.3 64.3 53.3 95.0 90.6 8 53.3 61.3 53.3 71.9 53.3 61.3 53.3 74 106 -1/4 111 50 -5/8 7 53.3 69.6 53.3 71.6 53.3 69.6 53.3 84.9 8 46.8 46.8 53.3 57.0 46.8 46.8 44.7 53.3 69.3 8 44.7 44.7 53.3 54.5 44.7 53.3 66.1 74 106 -1/4 111 63 7 53.3 54.6 53.3 57.5 53.3 54.6 53.3 . 51.0 62.9 51.0 8 36.8 36.8 51.0 45.8 36.8 36.8 8 35.1 35.1 50.0 43.8 35.1 35.1 50.0 50.0 J 0 1 BY OR 2 BY W000 BUCK (12 27 1/2" VENT WIDTH 24 1/8" D.L. OPG. A It -0 .I t1 t 13 11 „ 1 1 11 11 1, 33 1 11 n is I� -- 11 I1 „ II I 11 11 II N''. O 11 )f-' . I 11 - -�/ �I 11 3/16 %R 1/4" II 3/16" ANN. ! 11 ANN. CLASS 1 31 CLASS I _ SEE CHARTS _ I ► - - - 1 ., ai- 11 11 � -- 23" MAX. HEAD /SILL X71 17" MAX._ HEAD /SILL 111" WINDOW WIDTH (2) ANCHORS ® MTG. STILE ENDS AT 4' 0.C. TYP. 53" D.L. OPG. H.O. FIX. MTG. RAIL t8� (20 (c 18 TOP D.L. OPG. '"'`` // C9)1 BOTTOM VINDOV WIDTH XOX LAYOUT EXTERIOR 27 1/2" VENT WIDTH 24 1/8" O.L. OPG. 3/16' ANN. GLASS = 1' TYPICAL ELEVATION TESTED UNIT GLASS WIDTH OF FIXED LITE 11/2 OF WINDOW WIDTH --- 4 ---- SURFACE APPLIED MUNTINS OPTIONAL LATCHES. FOR VDV. HT. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. 141. MORE THAN 50 -5/8' Tv0 LATCHES ONE AT 14' F ROM BOTTOM NE AT 18' FROM TOP 5" MAX. TYP. AT HEAD /SILL CORNERS O.L. OPG. 1/4' SHIN MAX. A • a T YPICAL ANCHORS SEE ELEV. 1 ANCHOR NOTES 4 . 4 DESIGN LOAD CAPACITY - PSF (XUX SIZES) WINDOWS WITH STANDARD SILL A = NO. OF ANCHORS PER HEAD /SILL DR. HULTAYOUN FAR000 STRUCTURES FLA. PE / 16557 000 APPROI/ED AS COMPLYING PAT THE SOUTH F ORIDA WILD, CODE DY PROD CT `TTROL DIVISION DUIt DING CODE COMPLIANCE OFFICE ACCEPTAt10E NO Q9 1/0 02 .v n 3 O Y c a a -= -- - - drowing no. W00 -47 (sh 5 01 8 ) WINDOW DIMS. INCHES 3/16" TAPCONS 1/4" TAPCONS A 3/16" -ANN. GLASS 1/4" -ANN. GLASS 3/16" -ANN. GLASS. 1/4" -ANN. CLASS WIOTN HEIGHT ca. (4.) ' INT. ( -) OCT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) TNT. ( -) 72 84 96 108 111 7 62.0 121.4 62.0 155.2 62.0 121.4 . 62.0 t79.3 8 62.0 121.4 62.0 152.0 62.0 - 121.4 62.0 179.3 24 a 62.0 121.4 62.0. 133.0 62.0 121.4 62.0 179.3 8 62.0 112.1 62.0 118.2 62.0 112.1 62.0 165.5 8 62.0 108.8 62.0 115.0 62.0 108.8 62.0 160.7 72 84 96 108 111 7 62.0 103.4 62.0 103.4 62.0 106.2 62.0 146.4 36 a 62.0 89.5 62.0 101.3 62.0 89.5 62.0 132.2 8 62.0 77.3 62.0 88.7 52.0 77.3 68.1 J 62.0 62.0 114.2 100.6. 8 62.0 - 68.1 62.0 78.8 62.0 8 62.0 66.1 62.0 76.7 62.0 66.1 62.0 97.7 72 84 96 108 111 46 7 62.0 76.2 62.0 77.6 62.0 76.2 62.0 93.1 8 82.0 64.2 62.0 76.0 62.0 64.2 62.0 86.4 a 55.5 55.5 62.0 86.5 55.5 553 62.0 82.1 - a 48.9 46.9 62.0 59.1 48.9 48.9 62.0 72.2 8 47.4 47.4 62.0 57.5 47.4 47.4 62.0 70.1 72 84 96 108 111 60 7 59.4 59.4 62.0 62.1 59.4 59.4 62.0 68.3 8 50.1 50.1 62.0 60.8 50.1 50.1 62.0 62.0 a 43.3 43.3 57.6 53.2 43.3 43.3 57.6 57.6 8 38.1 3a.1 • 54.6 47.3 38.1 38.1 54.6 54.6 a 37.0 37.0 54.) 46.0 37.0 37.0 54.1 54.1 74 106 -1/4 111 26 7 62.0 121.4 62.0 139.4 62.0 121.4 62.0 179.3 8 62.0 103.0 62.0 110.9 62.0 103.0 62.0 152.1 a 62.0 98.2 62.0 ' 106.2 62.0 98.2 62.0 145..1 74 106 -1/4 111 38 -3/8 7 62.0 94.4 62.0 94.4 62.0 95.5 62.0 130.3 8 62.0 64.3 62.0 75.2 62.0 64.3 62.0 95.0 8 61.3 61.3 62.0 71.9 81.3 61.3 62.0 90.8 74 106 -1/4 111 50 -5/8 7 62.0 69.6 62.0 71.6 62.0 69.6 62.0 84.9 8 46.8 46.8 62.0 57.0. 46.8 46.8 62.0 69.3 8 44.7 44.7 62.0 54.5 44.7 44.7 62.0 66.1 74 106 -1/4 111 63 . 7 54.6 54.6 62.0 57.5 54.6 54.6 62.0 62.9 8 36.8 36.8 51.0 45.8 36.8 _ 36.8 51.0 51.0 8 35.1 35.1 - 50.0 43.8 35.3 35 -1 50.0 50.0 r 27 1/2' VENT WIDTH 24 1/8' D.L. OPG. 1 1 3/16' ANN. GLAS _ _ 11 l 23' MAX. HEAD /Sill .w2 H 111' WINDOW WIDTH (2) ANCHORS 0 MTG. STILE ENDS AT 4' 0.C. TYP. I1 .1 1 I 1- -_-.- 17' MAX. HEAD /SILL 53 0.4 OPC. TYPICAL ELEVATION TESTED UNIT • GLASS WIDTH OF FIXED UTE f 1/2 OF WINDOW WIDTH ( ) H.D. FIX. MTG. RAIL t 0 (5A1 ( 1) TOP 19 BOTTOM LATCHES. FOR VDV. NT. UP TO SO -5/8' ONE LATCH AT.MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 -5/9' TV0 LATCHES ONC AT 14' FROM BOTTOM AT 18' FROM TOP 0.L OPC. VLNDOV WIDTH ,XOX LAYOUT EXTERIOR 27 1/2' VENT WIDTH 24 1/8' 0.L OPG. 3/16' ANN. GLASS 1s SURFACE APPLIED MINT INS OPT IONAL 5 MAX. TYP. AT HEAD /SILL - CORNERS 3 N 1/4' SHIN MAX. 4 TYPICAL ANCHORS .SEE ELEV. t ANCHOR NOTES DESIGN LOAD CAPACITY - PSF (XOX - SIZES) WINDOWS WITI1 HI -RISE S1U. A = NO. OF ANCHORS PER HEAD /SILL APPROVED AS COMPLYING WITH THE SOWN F ORIOA BUILDING CODE OA . / 2• BY PROW r CONTROL DIVISION DUILOING CODE COM OFFICE 0 ACCEPTANCE NO. - 1 02 ITEM PART A QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLER /REMARKS 1 PDH -503 1 FRAME HEAD 6063 -T5 ALUMAX /BONNELL 2 PHS -606 1 HI -RISE FRAME SILL 6063 -T5 ALUMAX/BONNELL 2A PHS -601 1 STD. FRAME SILL 6063 -T5 ALUMAX/BONNELL 3 PHS -607 1 HI -RISE SILL TRACK 6063 -T5 ALUMAX/80NNELL 3A 26022 1 STANDARD SILL TRACK 6063 -T5 ALUMAX/BONNELL 4 PHS -603 2 FRAME JAMB 6063 -T5 ALUMAX/BONNELL 5 PDH -504 1/ VENT STD. FIXED MEETING RAIL 6063 -T5 ALUMAX/BONNELL 5A PDH -525 1/ VENT H.D. FIXED MEETING RAIL - - 6 POH -507 2/ VENT TOP AND BOTTOM RAIL 6063 -T5 ALUMAX /BONNELL 7 PDH -527 1/ VENT JAJ.48 STILE 6063 -T5 ALUMAX/BONNELL 8 PDH -508 1/ VENT INTERLOCK STILE 6063 -T5 ALUMAX/BONNELL 9 8725/000 AS READ. METALLIC CAM LOCK (ZINC DIE CAST) ZAMAK ALLEN STEVENS 10 PHS -604 AS READ. SCREEN ADAPTER 6063 -T5 - 11 FS- 7118 -187 AS REQD. TOP & BOTTOM RAIL wEATHERSTRIPPING - SCHLEGEL FIN SEAL OR EQ. 12 PB- 8327 -187 AS REOD. JAMB STILE WEATHERSTRIPPING - SCHLEGEL OR E0. 13 - AS READ. BULB WEATHERSTRIPPING VINYL - 14 PHS -605 2/ VENT ROLLER HOUSING NYLON M&M PLASTICS 15 - 2/ VENT WHEEL ST. STEEL - 16 - 2/ VENT ROLLER PIN ST. STEEL - 17 POH -515 AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED 18 - AS READ. ASSEMBLY SCREWS (FRAME & VENT) PL. CRS 1 8 X 3/4" PH SMS 19 - 1/ VENT MEETING RAIL SILL SCREW (BOTTOM) PL. CRS # 8 X 3-1/4" PH SMS 20 - 1/ VENT 5/16" BOX SCREEN - WARREN IND. OR EQUAL 21 PHS -604 1/ VENT SCREEN ADAPTER 6063 -T5 - 22 - 2/ WINDOW BAFFLE NYLON M&M PLASTICS 23 PHS -604 2/ BAFFLE BAFFLE SCREWS - it 6 X 3/8" PH SMS 24 - 2/ ADAPTER /8 -32 X 1/2" POST BINDING SCREWS PL. CRS - 2.500 U 1.064 2.188 t' 1.186 FRAME HEAD 2.188 1-1.2501 FRAME JAMB 2.314 .890 .655 .822 1 -� -.JL -- .062 VENT TOP /BOTTOM RAIL 1 1.409 i .062 -^\-- HI -RISE SILL TRACK 3.626 .812 { • x . 1.064 2.188 HI -RISE SILL 1 1.157 1 .062 TYP. T .062 TYP. 2.407 2.938 .812 L .078 TYP. STD. FIXED MTG_ RAIL SCREEN ADAPTER [.062 TYP. 1 f .890 L1.626 JAMB STILE 1.750 1.234 1.188 1.626 MEETING RAIL -.062 TYP. 1.100 --it --.050 E F.187 1.156 - 1 I I 1.0 32 STD. SILL TRACK 1- -1064 1.062 2.188 STANDARD SILL 1 1.719 1 1.000 1-C LIP 1.126 - --.062 TYP. 1. L 1.000 J 1.812 H.D. FIXED MTG. RAIL Engr. DR. HOMAYOUN FAR000 STRUCTURES FLA_ PE / 16557 �. 70( 1 4 2000 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE PROD h • e ROL DM BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 100' 409- 3� 0 0 Z 3 0 Z 0 J (/1 0 0 0 yl Ul w w 0 ( ) O y . 4) 0 n 0 N 0 a .0 N 0 D 0 N Z � O co op 0 O o W O N Ln co Z 1� °° O o -i � Z co Lo r 0 03 N rn N 0 0 x O I .0 ( ) drawing no. W00 -47 (sheet 7 of 8 VFNT TOP /BOTTOM CORNERS FIXFD MTG. RAIL CORNER FRAME TOP CORNFR FRAME BOTTOM CORNER APPROVED AS COMPLYING %RH THE SOUTH ORIDA BUILDING CODE OA € -AU . r1ff.11'7� /i/... Ji OMSION sInaNC CooE COMPLIANCE oFfiC:E ACCEPTANCE NO tA9 //0?* 0 2 CO 8 z 0 z 0 N ri 0 N W W Z 2 O O g U 2 droning. no.. W00-47 cchee1 8; e . ' o I .400' 0 O m 12.00' 2Q "h" HEADER 2.016" SCALE 3" = 1'- 0" PRODUCT MARKING ,- PRODUCT MARKING LOCATION % / (OPTIONAL LOCATION) .170' 12.00" COVERAGE 13.50" FULL PANEL 0 O u, .066' .055'= 7751 " 2.00" 30 "U" HEADER 2.016" ..400" 0 STORM PANEL SCALE : 3" • 1'- 0" 1( 185" 66" mi I� =07'1,666" , .122 - (TYP 2.000 ": SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026, 98-006 AND 98 -006R. 9. TOP L. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. • 2.016" r ( � S" 6.00" COVERAGE � I 7.50' HALF PANEL V11 NI L HORIZONTAL LEG VARIES: OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE 50 ANGLE r 1/4 -20 X 3/4" MIN. o PNTO (SEE DETAIL UNCHED I S FOR ANGLE ACING) SP 0 - 240,93" TYP. -120" TYP. SCALE : 3" = 1'- 0" 2.00" j ® STUDDED ANGLE SCALE : 3" = 1'- 0" 5.25" MAX. (ZAMAC 3 ALLOY) 70 WASHERED WINGNUT SCALE : HALF SIZE FASTENER (al 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (a1 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF l LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS / TYP. (SEE NOTE $$ 6) TOP MOUNT f (PERP. TO PANEL SPAN) ! SECT ON - • w J m Q 1- w Lit w 1- Z w J J w Z Q a X Q - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED (try P L L OVERLAP_FASTENERS• (SEE PLAN VIEW 8, NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED i. (PERP. TO PANEL SPAN)' • SECTION r , �� (TYP) TYPICAL ELEVATION - TYPE III SECTION A TOP MOUNT OR DIRECT MOUNT - WI J Q 1- A _J • SCALE: 1 -1/2" = 1' -0" BOTTOM MOUNT TOP MOUNT z d 8 z i0 m B MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) w W N 1- Z W J ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK/ THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. 1 • r BOTTOM MOUNT OR L DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II w Q I Q 1- 1- Z 0 0 X E � (TYP TYPICAL ELEVATION - TYPE IV WIDTH UNLIMITED I IPERP. TO PANEL SPAN) (TYP) WIDTH UNLIMITED 0 ) 0 SECTION A (PERP. TO PANEL SPAN - TOP MOUNT / OR DIRECT MOUNT L BOTTOM MOUNT OR DIRECT MOUNT FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. Li -1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT d ;.t . • , 19 L • BY �.. � / PRODUCT CO ROL DIV!S!011 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO -010 Y •n ,o o— m AN a M O • .e a: J J e• 0. w • a L 0 Z e` W s a. o O In Q 0 J „ < " w x > v+ < &P0. o < m Z W J1 Y 0 0 J ▪ L nis■ LUz z Q- all *A <. e Lao ,U�,a Q - I� 4H ow NN a� 0 r V.J K • V N PROFESS Al. 'GINCCR FL L PE 1'• 83 • No. ,t, ___19.99_ 4 /IL /•• �ttl• Arvin by •s NOTt J N C design bT Icb•ch•d b VIN _ - - rte dr evIn• ne. 98 -312 •Nest 1st • 17/17/0A 1 S•.1R 1998 KNEZEVICH S. ASSOCIATES. INC.1 PANEL LENGTH (SEE (VERTICAL OR C o 4 ! / •• r (VERTICAL OR I- i 0 0 o a i ' o I .400' 0 O m 12.00' 2Q "h" HEADER 2.016" SCALE 3" = 1'- 0" PRODUCT MARKING ,- PRODUCT MARKING LOCATION % / (OPTIONAL LOCATION) .170' 12.00" COVERAGE 13.50" FULL PANEL 0 O u, .066' .055'= 7751 " 2.00" 30 "U" HEADER 2.016" ..400" 0 STORM PANEL SCALE : 3" • 1'- 0" 1( 185" 66" mi I� =07'1,666" , .122 - (TYP 2.000 ": SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026, 98-006 AND 98 -006R. 9. TOP L. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. • 2.016" r ( � S" 6.00" COVERAGE � I 7.50' HALF PANEL V11 NI L HORIZONTAL LEG VARIES: OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE 50 ANGLE r 1/4 -20 X 3/4" MIN. o PNTO (SEE DETAIL UNCHED I S FOR ANGLE ACING) SP 0 - 240,93" TYP. -120" TYP. SCALE : 3" = 1'- 0" 2.00" j ® STUDDED ANGLE SCALE : 3" = 1'- 0" 5.25" MAX. (ZAMAC 3 ALLOY) 70 WASHERED WINGNUT SCALE : HALF SIZE FASTENER (al 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (a1 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF l LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS / TYP. (SEE NOTE $$ 6) TOP MOUNT f (PERP. TO PANEL SPAN) ! SECT ON - • w J m Q 1- w Lit w 1- Z w J J w Z Q a X Q - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED (try P L L OVERLAP_FASTENERS• (SEE PLAN VIEW 8, NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED i. (PERP. TO PANEL SPAN)' • SECTION r , �� (TYP) TYPICAL ELEVATION - TYPE III SECTION A TOP MOUNT OR DIRECT MOUNT - WI J Q 1- A _J • SCALE: 1 -1/2" = 1' -0" BOTTOM MOUNT TOP MOUNT z d 8 z i0 m B MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) w W N 1- Z W J ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK/ THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. 1 • r BOTTOM MOUNT OR L DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II w Q I Q 1- 1- Z 0 0 X E � (TYP TYPICAL ELEVATION - TYPE IV WIDTH UNLIMITED I IPERP. TO PANEL SPAN) (TYP) WIDTH UNLIMITED 0 ) 0 SECTION A (PERP. TO PANEL SPAN - TOP MOUNT / OR DIRECT MOUNT L BOTTOM MOUNT OR DIRECT MOUNT FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. Li -1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT d ;.t . • , 19 L • BY �.. � / PRODUCT CO ROL DIV!S!011 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO -010 Y •n ,o o— m AN a M O • .e a: J J e• 0. w • a L 0 Z e` W s a. o O In Q 0 J „ < " w x > v+ < &P0. o < m Z W J1 Y 0 0 J ▪ L nis■ LUz z Q- all *A <. e Lao ,U�,a Q - I� 4H ow NN a� 0 r V.J K • V N PROFESS Al. 'GINCCR FL L PE 1'• 83 • No. ,t, ___19.99_ 4 /IL /•• �ttl• Arvin by •s NOTt J N C design bT Icb•ch•d b VIN _ - - rte dr evIn• ne. 98 -312 •Nest 1st • 17/17/0A 1 S•.1R 1998 KNEZEVICH S. ASSOCIATES. INC.1 PANEL LENGTH (SEE (VERTICAL OR C •• L 1 i 1 i ( (VERTICAL OR ; _ •. 1; • q ' o I .400' 0 O m 12.00' 2Q "h" HEADER 2.016" SCALE 3" = 1'- 0" PRODUCT MARKING ,- PRODUCT MARKING LOCATION % / (OPTIONAL LOCATION) .170' 12.00" COVERAGE 13.50" FULL PANEL 0 O u, .066' .055'= 7751 " 2.00" 30 "U" HEADER 2.016" ..400" 0 STORM PANEL SCALE : 3" • 1'- 0" 1( 185" 66" mi I� =07'1,666" , .122 - (TYP 2.000 ": SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026, 98-006 AND 98 -006R. 9. TOP L. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. • 2.016" r ( � S" 6.00" COVERAGE � I 7.50' HALF PANEL V11 NI L HORIZONTAL LEG VARIES: OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE 50 ANGLE r 1/4 -20 X 3/4" MIN. o PNTO (SEE DETAIL UNCHED I S FOR ANGLE ACING) SP 0 - 240,93" TYP. -120" TYP. SCALE : 3" = 1'- 0" 2.00" j ® STUDDED ANGLE SCALE : 3" = 1'- 0" 5.25" MAX. (ZAMAC 3 ALLOY) 70 WASHERED WINGNUT SCALE : HALF SIZE FASTENER (al 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (a1 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF l LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS / TYP. (SEE NOTE $$ 6) TOP MOUNT f (PERP. TO PANEL SPAN) ! SECT ON - • w J m Q 1- w Lit w 1- Z w J J w Z Q a X Q - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED (try P L L OVERLAP_FASTENERS• (SEE PLAN VIEW 8, NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED i. (PERP. TO PANEL SPAN)' • SECTION r , �� (TYP) TYPICAL ELEVATION - TYPE III SECTION A TOP MOUNT OR DIRECT MOUNT - WI J Q 1- A _J • SCALE: 1 -1/2" = 1' -0" BOTTOM MOUNT TOP MOUNT z d 8 z i0 m B MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) w W N 1- Z W J ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK/ THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. 1 • r BOTTOM MOUNT OR L DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II w Q I Q 1- 1- Z 0 0 X E � (TYP TYPICAL ELEVATION - TYPE IV WIDTH UNLIMITED I IPERP. TO PANEL SPAN) (TYP) WIDTH UNLIMITED 0 ) 0 SECTION A (PERP. TO PANEL SPAN - TOP MOUNT / OR DIRECT MOUNT L BOTTOM MOUNT OR DIRECT MOUNT FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. Li -1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT d ;.t . • , 19 L • BY �.. � / PRODUCT CO ROL DIV!S!011 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO -010 Y •n ,o o— m AN a M O • .e a: J J e• 0. w • a L 0 Z e` W s a. o O In Q 0 J „ < " w x > v+ < &P0. o < m Z W J1 Y 0 0 J ▪ L nis■ LUz z Q- all *A <. e Lao ,U�,a Q - I� 4H ow NN a� 0 r V.J K • V N PROFESS Al. 'GINCCR FL L PE 1'• 83 • No. ,t, ___19.99_ 4 /IL /•• �ttl• Arvin by •s NOTt J N C design bT Icb•ch•d b VIN _ - - rte dr evIn• ne. 98 -312 •Nest 1st • 17/17/0A 1 S•.1R 1998 KNEZEVICH S. ASSOCIATES. INC.1 PANEL LENGTH (SEE (VERTICAL OR C ,n , .p an L. •n EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE, r / EMBED / HOLLOW BLOCK OR W000 FRAMING. SEE ? In ANCHOR SCHED. BASED /- ON TYPE OF STRUCTURE-4- i/ � GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE r 0 d 0 WALL MOUNT SECTION SCALE 3•' = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD 3 I ANCHOR FASTENER. REF. CONNECTION 'TYPE 4' a N } FROM GLASS SCHED. (TABLE 2) O CONT. (TYP. TOP & BOTTOM ® n CONT.\\ SCALE : 3" s: 1 -0 FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION \` FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "1YPE 4' v - 1/4 -2 0 MACHINE BOLT & NUT @ 12" 0.C. >- 1 1/4 MACHINE 'BOLT & NUT @ 6 0.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 4' 1/4 MAX. GLASS OR DOOR SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT a 6" O.C. FOR TYPE I & II AND as 12" 0.C. FOR TYPE III ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 1/4" MAX. " SIDE CLOSURE RECCE). (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD = -130 P.S.F. \ -100 P.S.F. J BUILD -OUT MOUNT SECTION co E w PLYWOOD 1/6 -20 MACHINE BOLT & WINGNUT (l 6" O.C. FOR TYPE I & II AND (al 12" 0.C. FOR TYPE III S. IV FASTENER. SEE REF. C ON` TYPE 4" G�( EDGE DIST W 0 w — WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED /1 ON TYPE OF STRUCTURE --/ PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4" MAX. v & IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1• -0" AND STUCCO FINISH--7 / / SEE MIN. STORM PANEL SEPARATION w FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR en 0 \ \ l7 Z W w J w Q ZIH d I W 1 ! W X'N 4 i E ©CONT. GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE CONT. O6 CONT. WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL E O WALL MOUNT SECTION SCALE : 3" a 1' -0" — FASTENER. SEE ANCHOR SCHEDULE � REF. CONNECTION 'TYPE 3' 'o ' .•EDGE/ GIST. EQ.' 1, 111 I'% _ . •' % ; ' .i' 1 EDGE DIST.' / C;^ w .m , : 1' EQ. tU 1— 0 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0.C. FOR TYPE I&II ANO (a112 0.C. FOR TYPE III & IV � 44 0 w CO 1 w FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION`TYPEa CEILING/INSIDE MOUNT SECTION SCALE 3" = 1' -0•" t 1/4" MAX, —J c4 4 1— w W l7 Z w J J Z 4 O. •X 4 ,- 1/4•• MAX. EXISTING STUCCO FINISH (TYP.) . REMOVABLE ANCHORS ONLY (al 6" 0.C. MAX. FOR TYPE I S. II AND (a7 12" 0.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEOULE INS REF. CONNECTION 'TYPE V (LOCATE FASTENER Q IN NARROW PORTION OF KEYHOLE SLOT) 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0.C. FOR TYPE I & II ANO (l 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL t— z W w J J a3 w 4 z►- 4 w CL w X N -- 4 E' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA puILDING CODE DATE fi 4 tk o u 19 BY PRODUCT CORTROL DIWS. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. D]D87L— rn Y c 0 c 2 • a PE 0 . 1 •903 •n•/ I o1• 98 -312 vi 4 0 4 uJ V N W z P 4- I 0 u CI VJ KN[ZLVICH PROFESSIONA NGINEER FL L. . s• No. _31999 _ ui�sn• �$ NOrlO e MC] Id..Ign of fh.ch.d er( vi �( vX11 a•wlny no. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR CW •1, `11111.111 MM.11 t*IJ . O .l _ E EMBE PLYWOOD AND STUCCO FINISH 1 V 1/4 -20 S.S. BOLT & WINGNUT (a) 12" O.C. MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE 2" x 6" P.T. WOOD BLOCKING (MAX. DESIGN LOAD ± 72 PSF) SCALE : 3" = 1' -0" CORNER DETAIL SCALE : 3" = 1' -0" STORM PANEL o' io a 1- 0 z W J -J w z Q a X Q CONT. F STORM PANEL CONT. 6" x .250" ALUM. PLATE ACROSS W000 JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES - ©CONT. `-FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO W000 BLOCKING Cal 12 0.C. TWO 1/4"0 S.S. LAG SCREW Cal 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS PRODUCT RENEWED ACCEPTANCE No. O \ - U B 1 * C?2 NOTE: THIS DETAIL MAY BE USED I / / 1 , AT TOP OR BOTTOM OF PANELS.E PLRATIOND >T1 1 WALL MOUNT SECTION (BOTTOM) By PRO r ' CONTROL DiVignOIN $U1 DTNG CODE c0MPUANct OP7 THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. (a 24" 0.C. MAX. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT Cal 6" 0.9 FOR TYPE I &U AND @ 12" 0.C. FOR TYPE III & IV SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 © CONT. 1/4 -20 MACHINE BOLT & NUT @ 12" 0.C. QS CONT. (TYP. OP & BOTTOM-7 O• � u ' ` / EM BE \--EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SCALE : 3" = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD t 72 PSF) O SOFFIT CONNECTION DETAIL ` SCALE : 3" a 1 -0 — WOOD ROOF TRUSS OR FRAMING MEMBER NOT: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION • SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A / 1) _ 1/4 -20 MACHINE BOLT & WINGNUT (a1 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE III - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4° `- FINISH MATERIAL STUCCO, AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE l / • / q14 SMS BETWEEN TRUSSES @ 12_' 0.C. / -- FINISH MATERIAL STUCCO AND /OR PLYWOOD / E 1/4" M1); /r4 / SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) USE REMOVABLE ANCHORS ONLY Ca 6" 0.C. MAX. FOR TYPE I & II AND @ 12" 0.C. MAX. FOR TYPE III & IV. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1° (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE i EMBED GLASS OR DOOR i & IV SCALE : 3" = 1' -0" 0 SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD DIRECT MOUNT DETAIL '— FASTENER. SEE / ANCHOR SCHEDULE. REF. CONNECTION'TYPE 4° 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1 /8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER Cal 12 0.C. 1 4" (MAX. DESIGN LOAD : 72 PSWI BY / FINISH MATERIAL STUCCO, AND /OR PLYWOOD 0 1- 0 z w -J J w z Q X 4 F AP J 0VED AS COMPLYING WITH 111E SOUTH FLORIDA BUILDING CODE ypr ANGLE BUILD -OUT PRODUCT C 1 ' TROL DIVIS ON 19 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 9 - o tos..O I U z u, 1- Q 0 0 v7 07 Q 2 0 w w z -J wZ ZCL <0 C7 I- 0 w O w N F— N N c 0 0 2 0 1 VJ. KN[ PR(fL2210 0 0 J P W N N a r 11 1 , O 4 4 J � o U. c- o < P ,L m N 0 m i 4 Z fl Lic , $ No Pi Oi tR (� .1. 1 ni1.i1] 1 1. • dr•vn br A$ NO 1c]C— N] d..lpn O� Ich•ch•d t' vm VNt Or .vin0 no. 98 -312 12/17/98 1 5: 37 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x S" Tw = .125" Tt . .125" 5' -o» 9' -S" 8' -0" 8'-1" m 1 -1/2" MIN. r EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 5" TO 10'• / � 11 111.11111 i1111ii:11111111': 1.11111!\' :1f 11 i1` l .'• (\ 11i 1 111 1;111u111 1;111,111:1:',1101 1! . '. 1,I,I J ; ■ 1 PLYWOOD & STUCCO FINISH (MAX. DESIGN LOAD ± 72 PSF) O POCKET DOOR DETAIL L SCALE : 3" 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 THRU BOLT ANGLE TO ANGLE CONNECTION 12" O.C. 2" x 2" x .093" STUDDED ANGLE ANGLE BUILD -OUT O SCALE 13 • 1' -0" 1/2" T Lot J Q H w w N FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION •TYPE 4" 0 2" x 3" x 1/8" OR 2" x 5" x 1 /8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/2 -13 MACHINE SCREW NUT r 1/2 POWERS RAWL / CALK -IN ® 12" O.C. W/ 1/2 -13 MACHINE SCREW J IL) z 4 X Q 0 m N l7 z —J EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE / 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/1." 0 THRU BOLT —• TO HEADER ® 12" O.C. 1/4" MAX. SCALE : 3" 1' -0 FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION (MAX. DESIGN LOAD t 72 PSF) HEADER MOUNT DETAIL TWO- 1/4"0 THRU BOLTS !— 2"x3 "x1 /6"x0' -8" 6063 - T6 ALUM ANGLE THREE 5/16"0 POWERS RAWL CALK -IN ® 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. ALUM. BEAM (SEE BEAM SCHEDULE BEI FOR BEAM DESCRIPTION & Tf MAX. HORIZONTAL SPANS) Z Q 0 X Q E 0 F-• z w J BY - r II 1— Z w -J SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) in 2 "x2 "x.093' STUDDED ANGLE (-MAX. 1/8" TILE FINISH MATERIAL 2' x 4" x 1/8" CONT. 3/4" PLYWOOD z ALUM. TUBE (6063 -T6) /: 1/4"0 POWERS RAWL CALK -IN (al 5" i O.C. WITH 7/8" MIN. EMB. IN CONC. OR / I _ • HOLLOW BLOCK OR 1/1."0 LAG SCREW' `V , Ns 12" O.C. W/ 1 -1/2" MIN. EMB. r„/ / 'EMB IN W000. WOOD SHALL BE OF SPECIFIC / / / GRAVITY G OF 0.55 OR GREATER /- / / / — 1/2"0 THRU BOLT ® 12" O.C. 1/4"0 POWERS RAWL CALK -IN ® 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW ® 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.5S OR GREATER EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED \ '- 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 ON TYPE OF STRUCTURE — (MAX. DESIGN LOAD s 72 PSF) O "PASS THRU" DETAIL PRODUCT RENEWED O EDGE MOUNT DETAIL SCALE : 3" = 1-0" N SCALE : 3" = 1-0" ACCEPTANCE N^.. - n Q \ 2- 2 p� I TION DAT, ' bUto PRO, ,6i • NTRDL DIVISION aUILDINO CODE UOMP UANC$ OPP= I1" x3" 2" x 3" / x 5" x 1/8" CONT. L ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4•'0 STUD @ 12" 0.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE x .055" 6063 -T6 ALUM. TUBE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE / ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL, STUCCO AND /OR PLYWOOD NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD ± 72 PSF) O HEADER MOUNT DETAIL Q SCALE : 3" = 1' -0" T 0 Z w J —S/16" 0 POWERS RAWL CALK -IN 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I A D 19 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO CA - 0108 FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" 1/4" MAX. -J N Q J Ch- L)J w O W N f'" L7 N c d FL Lk PE 0 03 Aaw a / 4 1 Q r2 Z I- VJ. KNE PROfESS10N NEER No. 199 1!/16/•0 •4.1. a.. •s Norco � = b Old (J..IOn by cn•ch.d b I V.J[ __VMS r tr•..Ino no. 98 -312 1 •n••1 1, of • n /• /no •It . i BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125" Tf = .125" 5' -0" 9' -5" 8' -0" 8' -1" O TRAP MOUNT DETAIL R SCALE : 3" = 12/17/98 15:37 EXISTING CONCRETE / OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3" 1/4" -20 STUD & WING NUT @) 6" O.C. FOR TYPE I E. II AND (ED 12" O.C. FOR TYPE III IV 2" x 5" MAX. x .093" STUDDED ANGLE / w J w Z Q 0, X Q E 11 x 2 I x .055" 6063 -T6 ALUM. TUBE 12" x 2" w = J I CD L7 ZF w -J '" OR 2' FASTENER. SEE REF. CONNECTION 1•- 2" MIN. 1/4"-20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION (a3 6" 0.C. 2" x 5" MAX. x .093" / STUDDED ANGLE S O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0 " -o 1___ 2"x2"x.093" STUDDED ANGLE 1/4"0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2" x 2" ALUM. TUBE BUILD -OUT U SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE w yi = J co l7 < Z I- w J — FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION ''TYPE 3" THREE 5/16 ". POWERS RAWL CALK -IN (8) 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. 2" x 2" x .093" STUDDED ANGLE 1/4" -20 STUD & WING NUT (a 6" O.C. FOR TYPE 1 & II AND (E) 12" O.C. FOR TYPE 11I & IV EXISTING CONCRETE OR H�LLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PRODUCT RENEW ED A CENo.O \- / U % \ EXPIRATION DAT , \ \!C ZO PRO • f ?TIROL DIVISION BUILDING • DE COMPLIANCE OFFICE STUDDED ANGLE r w EMB. I o f `_ r Tw :/ • / ./ / ' '_ / / 1 / 2" x 2 "x .093" NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD .t 72 PSF) T O STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" 1/ THRU BOLT (al 12" O.C. ANGLE TO ANGLE CONNECTION 2"x3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3" \- TWO -1/4"m THRU BOLTS ALT. LEG DIRECTION o 2" MIN 2" x 3" x 1/4" x 0'-8" 6063 -T6 ALUM. ANGLE SCALE : 3" = 1' -0" #12 SMS @ 12" O.C. , —ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR - Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) \— NON- STRUCTURAL EDGE DIST. STORM PANEL BUILD -OUT J w J w w .-, Z N 0, � H m X < Q Z 1. J 1/4" -20 STUD & WING NUT (al 6" O.C. FOR TYPE I & 11 AND (la 12" O.C. FOR TYPE III & IV 2"x2 "x.093" STUD ANGLE NOTE: THIS DETAIL MAY BE USED A AT-PROVED AS COMPLYING WITH Tfl'• TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DAT N\ BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 .01 D 8 • ni rn A' pEl o w a, LUZ Q w CA C.71--- ilit 6.-1 W O NU) vI [[ YI VJ. KHdZLVICH PROFESSIONAL GINEER FL Lic • N PE O 0 B3 E 1999 1 e.r. — __ ti/ `(�..4 •r.vn by 1 •S Nor !!C 1 o.�g b7 ch.ch.d b n v/N I — VJ 2 i • 2 vi 4 0 v1 4 2 W 2 a P 2 0. 0 S./ tr..rIn• no. 98 -312 Incur S of 1 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE 11 TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR 'F " TRACK WITH BOLTS @ 6" 0 C. FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS p 6" 0.C. & DIRECT MOUNTS W/ ANCHORS (la 6" O.C. (TOP & BOTTOM) "U" & "H" HEADERS WITH STUD SILLS (la 12" 0.C. OR "F" TRACK WITH BOLTS @ 12" 0.C. FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS ® 12" 0.C. & DIRECT MOUNTS W/ ANCHORS ® 12" 0.C. MAX. (TOP & BOTTOM) L MAX. (FT -1N) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10- 3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 - 10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2- 11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5 /8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 -2 • . 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 • 70.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 -80.0 7 - 4 2 -5/8 1 -5/8 9 -11 3 3 90.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 100.0 - 0 2 -5/8 1-1/8 7 - 4 2 -5/8 1 -7/8 9 _ 1 3 3 118.0 4 - 0 - -1/ 7 - 4 2 -5/8 1 -1/2 g - g 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 12/17/98 15: 38 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. _ FOR TYPE I & II - BOLTS REQUIRED ® MIOSPAN TO HOLD PANEL SEAMS TOGETHER. +'k FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE PRODUCT RENEW AccEF'rANCE NoQ. - O c 14. 2 EXPIRA'T'ION DAL I \ /Oq I Z UU L By c !D�IC�CO 4 � R O NTROL DIVISION BUILDING CODE COMPLIANC$ OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT I t . • _ BY PRODUCT CON X 01 OIVIS!ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO l c 0 OR •fl 1 9 1 4.4 4 0 0 �. -J P � : 1 Z > Z . 0- : tli <0 .14)1'.h3 VW Z o u NI-- VJ. Kt4IVE PROFESSIONAL ''.I FL Lic s No. PE 00 •': F 0 .1999 I 9t.1 Cr. n 0� Al Norc .en Id..ian ( y•..Ing no. 98.312 91.40•of9 q /•H9-1-1 FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5• -0 " (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 OOOM 221 LAG SCREW THREAD PARALLEL GRAIN) - 4 8.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 6 2.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 1/4••0 woOD W/ 1 -3/4" PENETRATION (SHEAR TO 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0. 12 5 6 12, 11 12 5 6 12 11 12 5 6 12 11 1 /11.11111111111111 x„11 LAG SCREW THREAD GRAIN) 4 8.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 6 2.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 1/4 "0 WOOD W/ 1 -3/4" PENETRATION (SHEAR PERPENDICULAR TO 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 9 2.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 ,r I - . lo o:.nt, a 1/4 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 7/8 MIN. EMBEDMENT 1 1/6-20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 7 /16"0 W000 W/ 5/8" AND EDGE 46.0 • 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 111, 62.0 12 12 9 12 12 11 3 5 11 11 9 / // 4 9 5 BRASS BUSHING EMBED. 3/4" MIN. DISTANCE 72.0 12 7 8 12 12 10 , � % 4 10 6 9 ./:// j 4 9 5 92.0 12 4 6 12 12 9 r /. 4 9 5 9 , 2/ (//' 4 9 5 200.0 9. /,•' 4 9 5 9 Vii; 4 9 5 9 5 ,• //, 4 9 5 17 /i7/98 1 Sy 3R ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET B 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. • 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. PRODUCT RENEWED ACCEPTANCE Non k 0% 1 L- 0 Z EXPIRATION DAT I \ /C 9 / uY ro DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. t i NMI, DID BY PRO • BUILDING CODE COMPLIANCE OPPIcfs DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE SOUTH BUILDING CODE DATE I; Ica L 0 19 BY PRODUCI COtiFIC01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO l ( -O -1 N t- N W I- F Q O oo O n ( • c Q w w i ✓ 1 3 X cisessa O N 11. a Z . J CD O O w Ow N�• • 2 PE .0 0 98 -312 - - -. VJ. KNIIlt ' H 1 PROFESSIONA � COHEIR FL LI< • No Q. r J999J •1: •Il Harp) ar•wn Ft; ld. .Ign br ch.Ch.d e v, _ V.Of drawing no. shoot ,of 1998 KNEZEVICH L ASSOCIATES. INC. FAX. I30S) 883-9572 NEZEVICH revisions FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE - . ANCHOR TYPE ___ LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE . SPANS UP TO 5'_0" (SEE NOTE 1) SPANS UP TO 8 (SEE NOTE 1) SPANS UP TO 12•-0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8. -6" (SEE NOTE 1) SPANS UP TO 12' -O.. (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE D 1mmus 1/4'0 ITW TAPCON W/ 1 -1/4'• MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 4 8.0 12 12 12 12 12 12 6 7 12 12 12 3 5 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 6 2.0 12 • 12 10 12 12 12 4 6 12 12 11 3 5 11 6 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5 7 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 200.0 48.0 11 12 3 12 5 12 11 12 6 12 11 12 3 5 5 7 11 12 6 12 11 11 3 3 5 5 11 11 6 8 12 12 3 12 7 12 12 12 7 12 12 12 3 6 7 8 12 12 7 12 12 11 3 3 7 6 12 11 7 8 * a1 * 1/4"0 FEMALE 1 -1/4 I. SCREW (MIN. 1 II ,I•.,,,,,..,1• ELCO MALE/ 'PANELMATE w/ MIN. EMBEDMENT 1/4 -20 MACHINE WITH NUT 3,000 P.8.I. CONCRETE) 62.0 12 12 9 12 12 12 3 5 12 12 10 , j /: ^--,-- 1. 10 5 12 12 11 12 12 12 3 6 12 12 10 ' 7 , � j 5 5 10 10 5 5 72.0 12 8 8 12 12 10 / 7 . // 4 10 6 10 , J .� /. 4 10 5 12 8 9 12 12 10 -: '7, 5 10 6 10 92.0 12 4 6 12 12 10 / 4 10 5 10 , 1. 10 5 12 4 7 12 12 10 - , /,, 5 10 5 10 ..,'/ 'f 5 10 5 200.0 10 ;! / 4 10 5 10 ,,� 4 10 5 10 .".', /, " 4 10 5 10 ,,'- 5 10 5 10 ,; , ' 5 10 5 10 j, ', 5 10 5 1/4"0 RAWL w/ 7/8" & 1/4 -20 STEEL MACHINE (MIN. 3.000 P.8.I. POWERS CALK -IN EMBEDMENT STAINLESS CONCRETE) 1.Il SCREW 4 8.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 -. 12 2r 12 12 12 12 12 8 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 7 12 11 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 200.0. 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 1) NAIL MIN. (MIN 48.0 12 12 11 12 12 12 5 6 12 12 10 '/' 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 - j 6 2.0 12 11 9 12 12 11 3 5 11 11 9 / 4 9 5 12 12 12 12 12 12 4 8 12 12 11 3 6 11 6 1/4 - 0 POWERS RAWL ZAMAC -IN W/ 1 -1/8" EMBEDMENT 3.000 P.8.1. CONCRETE) 72.0 12 12 7 4 7 6 12 12 12 12 9/ 9 4 9 4. 9 5 5 9//' 9 4' 4 4 9 9 5 5 12 12 9 5 11 9 12 12 12 12 12 11 3 3 6 6 12 11 7 6 11 11 3 3 6 6 11 11 6 6 92.0 200.0 9 /,' '// 4 9 5 9 Z, 4 9 5 9 ,'/ 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 Ell 1/4'•0 DYNABOLTSLEEVE ANCHOR (MIN. 4 8.0 12 12 12 12 12 12 7 8 . 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 1101 ., 62.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 ITW RED HEAD w/1 -1/8" MIN. EMBED. 2.100 P.8.I. CONCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7. 12 3 5 12 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 IL 1/4 BOLT t -t/ (MIN. 4 8.0 12 12 12 12 12 12 11 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 1/4"0 POWERS RAWL DROP -IN -20 SIDEWALK (3/4"0 HEAD) W/ MIN. MB OMENT 2,000 P. .1. C BETE) _ 72.0 12 12 12 12 12 12 5 7 12 12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 _ 12 5 6 12 10 12 5 6 12 10 _ 12 5 6 12 10 - 12 6 11 12 12 12 6 11 12 12 12 6 11 12 _ 12 12/17/98 15: 38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. 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. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. DAT BY PRODUCT RENEW ACC MANCEi Nu 0 - U% L k 02, EXP TIO DAL \ / U C I / Z COOL, By PRO s' •ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE .r PRODUCT C'"ROL DIVIS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 •01 z W o. 1- Q - 0 O o O s 0 • a w eo Z I u U > w � N „ w z einammErnmiem N a F ZC1 �� ;: jcC o " w . QU) H0 E ms . 1 � W �x�ii O W �1 1-- a� • 0 VJ. KNEZ[V1CH PROFESSIONAL EN •y' R 0 N 0 FL Licon PE 0010 1 tr.ring no. 98 -312 .h..l S O/ II 1 -]999 1:(1 fawn by L- - - - ) cn.cr:a V nc COPyRIGHT 1998 KNEZEvICH ASSOCIATES. INC. FAX. (305) es3-9572 NIANI 0051 883-9571 FT. LAuDEROALE FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE F 1/4 1 -1/4•• • ANCHOR TYPE 11NU ����� "m ITW TAPCON W/ MIN. EMBEDMENT LOAD NO PSF MAX. (SEE NOTE 1) 48.0 MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 12 CONNECTION 2 12 TYPE 3 8 4 12 5 12 1 9 CONNECTION 2 3 TYPE 3 4 4 9 5 9 1 6 CONNECTION 2 /j'• TYPE 3 3 4 6 5 5 1 12 CONNECTION 2 12 TYPE 3 12 4 12 S 12 CONNECTION 1 12 TYPE 2 4 3 7 4 12 5 12 CONNECTION 1 _8 TYPE 2 3 5 4 8 S 6 HOLLOW CONCRETE BLOCK • 6 2.0 12 7 6 12 12 7; j/ 3 7 7 6'//: 3 6 3 12 9 9 12 12 9 ',; /i 5 9 9 7 ;: / 4 7 4 72.0 10 4 5 10 10 6 •� 3 6 3 6 /�' 3 6 3 12 6 8 12 12 8 '-/ 4 8 4 7 7 7!/ ' .Z 4 7 4 92.0 8 , 4 8 8 6 .// 3 6 3 6: 3 6 3 10 3 6 10 10 7 4 4 7 7 4 4 4 4 7 7 4 4 200.0 6 ''../ 3 6 3 6 e & 3 6 3 6. 3 6 3 7 . /., 4 7 4 7 *nsuannu> ir 14 " " "' " "'` 1/4 "0 ELCO HALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 // 4 10 5 12 12 11 12 12 12 3 6 12 12 10 ' - , r s _ 10 s 72.0 12 8 8 12 12 10 / 4 10 6 10 10 10 '� r //,- / � : 4 10 5 12 8 9 12 12 10 ; ' / 5 10 6 10 /.// 5 10 5 92.0 12 4 6 12 12 10 ',/ , 4 4 10 10 5 5 L. 4 1 0 10 5 5 12 10 4 ,'•' j 7 5 12 10 12 5 10 10 ',/, ; /,- ' 5 5 10 10 5 5 10 10 '// '• //, 5 5 10 10 5 5 200.0 10 , ;!/, 4 10 5 10 W/ 3. STEEL 4 8.0 12 12 12 10 10 8 12. 12 12 12 12 10 S 3 6 4 12 10 12 10 9 8 �//' i�: 4 4 9 8 7 4 12 12 12 12 12 12 12 12 12 12 12 12 6 3 9 7 12 12 12 12 12 11 3 ' 6 6 12 11 9 6 oir ( �� 1/ • a POWERS RAWL CALK - IN 7/8" EMBEOMENT 1/4 -20 STAINLESS MACHINE SCREW 62.0 72.0 12 7 7 12 12 9 ', 4 9 5 8 .' /• 4 8 4 12 8 11 12 12 11 3 6 11 6 11 ':, 6 11 6 92.0 12 8 4 // ' 5 4 12 8 12 4 8 8 i : �� //, 4 4 8 8 4 4 8 8 // , /- /, 4 4 8 8 4 4 12 11 5 / 2 8 6 12 11 12 6 11 11 r' , / / 7, 6 6 11 11 6 6 11 11 ' ;, J � /// 6 6 11 11 6 6 200.0 48.0 12 12 8 12 12 9 3 ',� 5 3 9 7 9 7 6 S /1' ��; 3 3 6 5 4 3 12 12 12 9 12 9 12 12 12 12 11 4 8 % 4 7 11 8 11 8 8 7 'J/ � 5 4 8 7 6 It] -, 2.0 12 7 6 12 12 7 1 /4 "m POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72.0 10 4 5 10 10 6 /f ' i 3 6 3 5 3 5 3 12 5 8 12 12 7 '/i "l 4 7 4 7' 4 7 4 92.0 8 5; � '.' /. /i ;'j 4 3 8 5 8 3 5 '',,0 5'/ 3 3 5 5 3 3 5 S �/ /! 3 3 5 5 3 3 10 7 3 '/' 6 4 10 7 10 4 7 ;'; , 7 ;',' % 4 4 7 7 4 4 7 7 r: j 4 4 7 7 4 4 200.0 1/4 DYNABOLT ANCHOR 48.0 12 12 8 12 12 8 3 5 8 8 6 1/• 3 6 4 12 12 12 12 12 10 4 7 10 10 7 ,,'/;f i�i , i ;/,// . ;.i 'i 5 4 1. 4 7 7 7 7 5 3 3 3 iI ilium)) 6 2.0 11 6 6 11 11 6 :i 3 6 6 5 / 3 5 3 12 8 9 12 12 8 T �� ' ;! // 5 4 4 8 7 7 8 4 3 7 7 7 "0 ITW RED HEAD SLEEVE W/1 -1/8" MIN. EMBED. 72.0 9 7 4 I/ '// 5 4 9 7 9 7 5 '�/ r � - 5 ;/// 3 3 5 5 3 3 5 5 �� /- 3 3 5 5 3 3 12 9 5 3 8 6 12 9 12 9 7, 7 92.0 200.0 S f/ „/ 3 5 3 / 5 ,,l 3 5 3 5 3 5 3 7 / / 4 7 3 , 7 ,' / j 4 7 3 7'//. 4 7 3 * 1/4 EPDXY S.S. L 48.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 I LLU111111L111111W1 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 2 SCREW 8001 -20 ITW EPCON ANCHOR w/ MACHINE SCREW W/ 2" MIN. EMBED. 72.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12/17/98 15:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. 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. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RENEWED ACCEPTANCE No.01 - 0814 • U Z EXPTFoN 1\ /b / Z(jO(a B a, i,. - F ?DD(J•�NTROL DIVISION BUE LINO CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT AAR. r 19 BY PRODUCT CU OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 0 Z0B•0 1 Id rn� w � Q Y O 0 0 O 4) • .0 = u U Z i w N W Z c 0 a FE d.r 2 • . O 0 M P r a r' 0 cr 0 0 Y J U. 4 0 0 4 P P VJ. KNITE IC PROFESSN)NA (NGIN R • FL L.c•r a � • r PE 00: 98 -312 .n..r 9_ n _ .) I $C br .� dr.rn by ..� NOTVO l v _ IIc n ch.ch.d v JR VP, e Or•.•Ing no. DRIVE-MIAMI SPRI FAX. 13051 503-9572 COPYPiGHT MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (I3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Window Corporation. 6860 NW 75 "' Street Medley, Fl 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the. Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/23/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent la1 with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved "finless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been Rio 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 -Dadc County, Florida, and by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. - This NOA renews and revises NOA # 99- 0302.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by. Raul Rodriguez. NOA No 02- 0311.07 Expiration Date: March 28, 2007 Approval Date: July 18, 2002 Page 1 Pino Windows Corporation ACCEPTANCE No.: 00- 1107.02 APPROVED JAN 0 4 2001 EXPIRES : • JAN 0 4 20Q6 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically. be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to thc uscr by thc manufacturer or its distributors and shall be available for inspection at the job sitc at all timc. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this la age Manuel crez, P.E. Product Cont yo . xaminer Product roI Division END OF THIS ACCEPTANCE 3 MIAMI-DADE • PRODUCT CONTROL NOTICE OF ACCEPTANCE Pino - Windows Corporation 6860 N.W. 75 Street Medley ,FL 33166 The expense of such testing will be incurred by the manufacturer. APPROVED: (1/04/2001 \ \pc20001 \templates \notice acceptance co9er page.dot Internet mail address: postmaster (a)buildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ?II;TRO - DAI)E FLAGI ER BUILDING 140 WEST FLAGLER STREET. 'SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 (Y)N rR:\CF(nt ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 Your application for Notice of Acceptance (NOA) of: Series 300 Aluminum Horizontal Sliding Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Nlaterials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this Product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00 -1 107.02 EXPIRES: 01/04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building_ Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions-set Forth above. PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Orrice Homcpagc: http : / /\\ww.buildingcodcunline.com • Pino %Vindows Corporation ACCEPTANCE No.: 00- 1107.02 APPROVED JAN 0 4 2001 EXPIRES • IAN n 4 Inns NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code '(SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 300 Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W00 -47, titled "Series -300 Alum. Horiz. Sliding Window" Sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 10/27 /00, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see "Design Load Capacity" tables corresponding to each glass thickness, sill height and anchor option, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutter's): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly markcd to show the components selected for the proposed installation.• 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Man . el Perez, P.E. Product ion • I Examiner Prod. ' ontrol Division PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 • The expense of such testing will be incurred by the manufacturer. APPROVED: 10/04/2001 \\s045000I \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADI; FLAGLER BUILDING 1.10 WEST FLAGLER STREET, S UITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of 0.035" (min.) Galvanized Steel Storm Panels Shutter under Chapter 8 - of the Code of Miami -Dade County governing the use of Alternate Materials and Typcs or Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0814.02 EXPIRES: 11/09/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PRODUCT CONTItOI. DIVISION (305) 375 -2902 FAX (305) 372-6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0814.02 APPROVED 10/04/2001 EXPIRES 11/09/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 99- 0208.01, which was approved on March 4, 1999. It approves a 0.035" (min.) galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.035" (min.) galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -312, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 16, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control approval and renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.035" (min.) galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. '5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Makar, P. E. - Product Control Examiner Product Control Division Atlantic Shutters, Inc. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. ACCEPTANCE No.: 01 - 0814.02 APPROVED 10/04/20(11 EXPIRES 11/09/2006 NOTICE OF ACCEPTANCE: S'I'ANI)ARI) CONDITIONS Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami - Dade County Product Control Approved ", or as specifically stated in th% specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is. no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF THIS ACCEPTANCE -3- (elmt •ir, P.E. - Product Control Examiner Product Control Division MUUJON 2 X 2 X 1/8' AW4 ANGLE 2 X 2 X t /B' ALUM ANGLE. j 14 2/ ANGLE MLRJJON MUUJON 2 X 2 X 1/8 ALUM ANGLE 2 -5/8" LONG MAX. ANCHORS TYPE 'A' 1 14 S.M.S. 0 1 -1/2" MIN. EMBED INTO W000 1/ ANGLE 1 14 S.M.S. 2/ ANGLE 2 x 2 X 1/8" ALUU ANGLE 1 14 S.M.S. 2/ ANGLE MIJWON 2 x 2 X I /8" ALUM. ANGLE 2 -5 /B LONG ANCHORS TYPE '8' if 14 5.M_5. 1-I /2" MIN. 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