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135 NE 94 St (15)Miami Shores Building Department Product Approval Schedule Description of Window / Comparison Product Acceptance Chart Product Approval Addres Opening Design S' tye 9 Rough Opening s1 Permit Shutter Required No.05 Rluilion Required 47q [ Impact Yes / No Opening 1D or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No ( +) PSF ( -) PSF ( +) I'SF ( -) PSF 2 , a►-i, dote} 00- i/07- CO-0(009-10 oz -o3 //. o? 53.3 L00.0 4,o 6/•3 46.9 4,0 95X .5 z 3 9. X 60 2- 3 ?xso7 ?(t95 5 1Vt9 des € €( MO D /3 w/ r) d o u& a-t wil e , r.) 9 (0 ,.„ - ems r s0 5 .02.. c Kam/ i ft. �S - --- iD i l l / J it I`•, /A ze) /1/1lil isr gam - 479 • 4 , MU■ iiiiiii��ii�iii /Oft x 5Vs. p{8 x5 /�s 3?7.3(5/7,, ?sfsgts- Pig Pit MN 57/.. 4 .. 111.10.0 4111111 IIMMIMi v e-‘ 11 ‘ o JI t'op N ze- /35/V 9 7 4 6/9;77 I• ) o 1 e 9 $ winclotd 012( 2-0/1 do rd S , d,,19 wd� gcn5a S atna? cv 39X 3'D /8 Hon) Leif+9 Zoo 3 uJ, »dD fado� I u1,nc0 39 7(5 0 5 g 4 n Ye flvn) altri ce, (,vi PI 0 A 6fi 7 Z o ) 174G Si i c/,n9 a/vc, 24- 5 0 6 /8 / W;r-)cLoc' 3? 5a g , ;'le 11d7) w7n do ' st'es' c l .a�►E O-- '14 00"Di° M 1 5 aloe eimel VIM • 41•U•1 %IV • r y ..fxr• •Vg.v. War 411 466 " 0' 'aril „6,0* •60, yr ir• 4 6 • j 4yy more al 0 ■446' • 4,4 01.6 iftv Arovt. or =TV • • • JP HO* kO. • ''$•; • • • 3 P. y roma 4• • ; : • . v. • . , • . " • • v ^ yr. • ' • . • . " ' ' • • • • % , t „ s • 4 .4 • '1? " .,; . . 4, • • 4.. • 1 " ; 4, .• t 11 .. •••1•',. 1.4„ • . . " • % • ' :. • . „ • • . 2 .rr • . • . , MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Labrador & Fundora Corp dba V. & V Windows 2690 W. 3rd Court Hialeah ,FL 33010-1454 APPROVED: 12/1 - 4/2000 The expense of such testing will be incurred by the manufacturer. \; s0450001 \pc2000 \\templateslnotice acceptance cover page.dot Intrrn mail address: nnctmasterr huildinocndennline _con► MIIANII -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING !WILDING CODE CO: \II'LRNCE OFFICE NIETRO-DADE FLAGLER BUILDING 141) VIi'T FLAGLER STREET. StJrrE 1w MIAMI. FLORIDA 33130-1:r3 (31)5) 375 - 291)1 FAX (3(15) 375 -22903 CONTRACTOR LICENSING sE( (305) 375 -2527 FAX (305) 375-2555 (SO Ii :\croft I :NFORcENIEN r DIVISION • (305) 375 -2966 FAX (305) 375 -2003 rKOnt'cr (:oNTltOI. mvts 11\ (31)5) 375-2902 FAX 1305) 372-63?) 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 Rodriguez Chita' Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COIi\'IMITTEE 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. . Francisco J. Quintana, R.A. Director Nlianti -Dade County • Buit(ling Code Compliance 011ice Homcna'e: httn : / /www.huildinocodennlinc.com ,T LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00- 0609.10 dba V & V Windows APPROVED : DEC 1 4 2000 EXPIRES : DEC 1 4 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 51,41 I . L1,4viol.. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 'w LABRADOR & FUNDORA CORP dba V & V Windows ACCEPTANCE No.: 00- 0609.10 APPROVED DEC 1 4 2D 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; td) 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; ounds 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 1, 2 and this last page 3. 1544 1. L4 4 Kd., . Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 , 1 DESIGN LOAD CAPACITY - PSF 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 D.L OPC. (FIXED) 13' TYP. O I 1 I HEAD /SILL ' l . . ___ o ii B II I II __ _IL n 11 II u , 11 2L Zll = - 3 /16'- ANN. GLASS u n II, n II n II II II Ii u II 11 1, 1 1 1 48' D.L. OPG. (VENT) 50 1/8" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ROLL FORMED ALUMINUM BEAD OSB -ANN. GLASS OR 3/16' ANN. GLASS GLAZING DETAIL 53' WINDOW WIDTH 49 7/16' VENT WIDTH SILICONE GE 1 000 3/8' X 1/16' BEAD 7' , MAX. TYP. HEAD /SILL g E TYPTCAL ELEVATIONS TESTED UNITS Engr. OR. HJMAYOUN FAR000 ^.1RUCTURES FLA. N t Io557 WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 37' WINDOW WIDTH • 33 7/16'. 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 RADA BUIL NG COD DATE ( BY ISI,°.Art I- Gk 4 N C1'c. PRODUCT CONTROL DIVISION BUILDING CODE dOMPLIANCE OFFl99E ACCEPTANCE NO. W -49 66 1' 1° . 0 0 z Z9 . Z C 0 a on v U ;m 0 0 ri • rn 0 0 v drawing no. W99 -23 •1 ITEM 1 READ. 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 fl 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 V'STRIPPING VINYL TEAM PLASTICS 15 AS READ. ASSEMBLY SCREWS - 118 x 1' P.H. CRS SMS ' 16 2 BLOCK 6 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 a. . °. • TYP CAL ANCHORS SEE ELEVS. FOR SPACING • 4 TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY VOpD BUCKS e o. J 4. ' • •a 0 O J X X t TYPICAL ANCHDRS SEE ELEVS. FOR SPACING W000 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 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD 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. ,REINFORCING BARS REQD. AT WINDOWS WITH 3/16" GLASS ONLY' ' STEEL(A 36) TO BE PAINTED OR PLATED 1BY OR 2BY WOOD BUCK 1BY OR 2BY W000 BUCK 62000 Engr. DR. HUWAYDVM FAR000 STRUCTURE': . FLA. PE >>t 16557 TYPICAL ANCHORS SEE ELEVS. FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUIL NG CODE DATE nr, 200 BY ka1 1• (.414.14, PRODUCT CONTROL DIVISION BUILDING CODE dOMPLIANCE OFFICt ACCEPTANCE NO. 00- 40?- I U ( 3 0 z 3. o z w - J 0 Z z - J 1/l C 0 .> 5- 0 N 0 0 0 0 c 0 a 0 to T N O O ,c • N 0 0 ( drawing no. W99 -23 (sheet 2 of 3 1.845 TYP: 1 1 . 2.125 .062 TYP. .950 .690 j I � J .625I— SASH SIDE RAIL .070 TYP. 1.156 L395 : FRAME JAMB FRAME SILL FRAME TOP CORNER FRAME BOTTOM CORNER Engr. OR.. HUCV,WUN FAR000 STRUC?URFS jy .A. PE *1 - 16537 N1) 1 6 201113 VENT TOP CORNER VENT BOTTOM CORNER APPROVED AS COMPLYING WITH THE SOUTH ORIDA BOIL ING CODE DATE /4, 200 d BY tslteic • 1-144ucl PRODUCT CONTROL DIVISION BUILDING CODE 6OMPUANCE OFFICE ACCEPTANCE NO CO' 06 o • 1 p of Ol co a te ► O _. fi N E 8 O cn mo z ° o g T Q vi� r u) M ( 1 5 :N W 0 z • Z D. .z J' c 0 yin • Y C CA w 40 N 0 0 0 N b 4, 0 0 t t5 drawing no. W99 -23 sheet 3 of 3—) •1 1 YPII 41 AI1CI11)RS 1[C 11 1 v•:. ANT) AHi 1t1R NOTES I YPICAL ANCITURS SEC CIE VS. L ANCHOR H(1T[S UL (AL ,IR11l.Tl1RE \ t/A uttl. THICKNESS ,‘ NI): \1:1) 11 1 . a 0 J O ( a �►I T YPICAL ANCHORS SEE ELEVS. 1. ANCHOR NOTES Q7) IBY OR 2BY vOOD BUCKS a ,1 TYPICAL ANCHORS SEE ELCVS- E ANCHOR NOTES 1 • — TYPICAL ANCHORS SEC ELEV. FOR SPACING 1 1 1 - 1tJ Imo_ - jILL 1 BY OR 2 Eft wOCw DUCK 11(21U; 1. HITS S1RUCI(1RE IS DESIGNED A:, PER lilt SOUTH Bl11LDINC CODE 1994 COITION FOR OADE COUNTY. ALSO Vim WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W(,00 BUCKS BY OTHERS. MUST BC ANCHORED PROPERLY 1O TRANSFER LOADS TO 114E STRUCTURE. 7. ANCHORS SHALL BE AS LISTED. SPACED AS SIIOwil ON DETAILS. ANC, 10k CUBEDUENT. TO BASE MATERIAL Simi 1. OE BEYOND WALL DRESSING OR STUCCO. TYPICAL ANCIIORS: SEE 1LEVS. FOR SPACING 3 /l6" OR 1/4 TAPCONS INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1 -1/4" MIN. PENETRATION INTO .7001) INRU 1OE( WOOD BUCKS INTO 1.T.- 0NRY OR DIRLCTLY INTO MASONRY 1-1 /4 MIN. EMBED INTO MASONRY AITACHMLNT TO MULL SON OR METAL STRUCTURES A) NO SHIM SPACE USE /10. AND CHARTS FOR 1/4" IAPCONS B) 1/4' SHIM SPACE USE 3/16" TEKS AND CHARTS FOR 3 /16 ".TAPCONS USE 1/4" TEKS AN0 CHARTS FOR 1/4" TAPCONS SEALANTS: ALL FRAME AND VENT CORNERS. INSIALIATION SCREWS AND BOTTOM OF FIXED MEETING RAIL SEALED WITH CLEAR /ALUM COLORED SEALANT. !EEPHOLES: w1 = (1 -7/8" X 5/16") AT4 AND 25" FROM ENDS W2 a (1/4' X 2 ") AT MIDPOINT OF TRACK W3 = (7/8" X 3/8 "). AT 3 -1/2" FROM EACH END [ NON IMPACT RESISTANT WINDOWS • DAOE COUNTY APPROVED . IMPACT RESISTANT SHUTTERS REQUIRED FOR ALL INSTALLATIONS. ACTH(SNE BEDDING COMPOUND ROLL FORMED ALUM GLAZING BEAD DSB -ANN. GLASS 3/16 " GLASS 1/4' ANN. CLASS GLAZING DETAIL, Engr- bil.. HUY■YOUN FAR000 STRUCTURES FIJL PE / 14557 1 4 2000 APPROVED AS COMPLYING VKTH THE SOUTH FLORIDA DA BY 1 1 •/ • loaf TROL DM510N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO eV Ifo ?- O2. z 0 Z W O F- 0 D O CK a. a a � 0 O laA3q 2 w 5 $ $ z U � 8 C 1 s 2 o (O Z 5 t� w b drawing WOO-47 sheet 1 oT 8 - DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOWS WITH STANDARD SILL KIWINDOW DIMS. 3/16" TAPCONS WINDOW DIMS. A DSB - ANN. GLASS INCHES WIDTH HEIGHT EXT. ( +) _ EXT. ( +) 1NT. ( -) 24 4 4 53.3 66.7 36 4 4 53.3 66.7 48 24 6 53.3 66.7 60 6 6 53.3 66.7 72 6 6 53.3 66.7 24 4 4 53.3 66.7 36 4 4 53.3 66.7 48 36 6 53.3 66.7 60 6 6 53.3 66.4 72 6 6 53.3 54.6 24 4 4 53.3 66.7 36 48 4 53.3 66.7 48 6 6 53.3 61.3 24 4 4 53.3 66.7 36 60 4 43.7 66.4 19-1/8 4 4 53.3 66.7 26-1/2 4 4 53.3 66.7 37 26 4 53.3 66.7 53-1/8 6 6 53.3 66.7 74 6 6 53.3 66.7 19 -1/8 4 4 53.3 66.7 26 -1/2 4 4 53.3 66.7 37 38 -3/8 4 53.3 66.7 53-1/8 6 6 53.3 66.7 19-1/8 4 4 53.3 66.7 26-1/2 4 4 53.3 66.7 37 50 -5/8 4 53.3 66.7 53-1/8 6 6 52.5 52.5 19-1/8 4 4 53.3 66.7 26-1/2 63 4 50.4 66.7 37 4 4 36.7 59.6 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOWS WITH HI -RISE SILL KIWINDOW DIMS. 3/16" TAPCONS DSB - ANN. GLASS INCHES A WIDTH HEIGHT EXT. ( +) _ 1NT. ( -) 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 37 38 -3/8 4 65.0 66.7 53-1/8 6 65.0 66.7 19 -1/8 4 65.0 66.7 26 -1/2 50 -5 4 65.0 66.7 37 /8 4 65.0 66.7 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 15' MAX. AVG. SPACING TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES 26 3/4' VENT WIDTH 23 1/2' D.L. OPG. 0 53 1/8' WINDOW WIDTH O ,r r DSB'ANN. __ MASS__ STD. FIX. MTG. RAIL XO LAYOUT OX OPPOSITE I II I n 23 1/2 D.L. OPG. (2) ANCHORS O MTG. STILE ENDS AT 4' . O.C. TYP. 5' MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPLIED MUNT1NS 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 • _ TYPICAL ANCHORS SEE ELEV. 1 ANCHOR NOTES 4. 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 yy� • ' /, , A0( %// BY fAir PROD ' • ROL DMSION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. CV' 109 ("L z W U 0 a to r z W ►�) - 5< < 1 a � 0 � vi 0 4J to Z ug _" W N - F 0 c O . 0 0 V W N t) n Lj o to O a0 W cn _ n o m I 4 0 cO N 0 rl (0 (0 r� v co co J W c 0 0 N 0 O 0 ‘ c 0 0 1 0 5 Z f ) drawing no. W00 -47 (sheet 2 of 8 _ WINDOW DIMS. INCHES 3/16" TAPCONS 1/4" TAPCONS A 3 /16 " -ANNN. GLASS 1/4" -ANN. GLASS 3/16 " -ANN. GLASS 1/4" -ANN. GLASS WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. (4. ) 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 53.3 106.4 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 53.3 179.3 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 E 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 0 O 15 MAX. 1 AVG. SPACING 37 1/4' VENT WIDTH 34 1/8' D.L. OPG. 74' WINDOW WIDTH II II � 1 11 -- 11 11 11 11 1 t 1 i 1 1 1 11 It I I II IL - - 1 1 t t 1 - -- i //" ' i w 1. ' / / " ' 3/16' OR 1/4" 3/16' OR 1/4' ANN. GLASS ANN. GLASS - - f CHAl = - - E Cl3 II 1 11 I t 1 1 I 1; ,1 I; ,i TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES H.D. FIX. MTG.. RAIL 10 TOP 19 BOTTOM EXTERIOR VINDOV WIDTH XO LAYOUT OX OPPOSITE (2) ANCHORS 0 MTG. STILE ENDS AT 4' 0.C. TYP. 34 1/8' D.L. OPG. D.L OPG. AT HEAD /SILL CORNERS 5' MAX. TYP. SURFACE APPLIED MUNTINS OPTIONAL LATCHES' FOR VDW. 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. _ T YPICAL ANCHORS SEE ELEV. 1. ANCHOR NO a DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOWS WITH STANDARD SILL A = NO. OF ANCHORS PER HEAD /SILL Engr DR. HUUAYOUN FAR000 STRUCTURES F1A PE 1 16557 DEC 1 4 2000 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDIN9 CODE 4 ZOD, j DATE BY , PRO ONTROL DIVISION BUILDING CODE COMPLUINCE OFFICE MP ACCEPTANCE NO. l - /10 .7• 02 d 0 'Jr) N 0 d c 0 a C 0 rn N 0 0 c CV ) drawing no. W00 -47 a 0 U - WINDOW DINS. INCHES 3/18 TAPCONS - 1/4 TAPCIINS A 3/18' -ANN. GLASS I /4 -ANN. CLASS 3/16 -ANN. GLASS 1/4' -ANN. GLASS WIDTH HEIGHT EXT. (4) - 1NT. ( -) EXT. (4) 1NT. ( -) EXT. (4) INT. ( -) EXT. (4) 1NT. (-) 24 36 48 60 72 4 65.0 121.4 " 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 24 6 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 6 65.0 . 121.4 65.0 159.6 65.0 121.4 65.0 179.3 6 " 65.0 121.4 65.0 133.0 65.0 .121.4 65.0 179.3 �hI2P 4 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 4 65.0 118.2 65.0 118.2 65.0 121.4 65.0 179.3 36 6 65.0 118.2 65.0 118.2 65.0 121.4 65.0 157.2 65.0 106.4 65.0 106.4 65.0 121.4 65.0 143.7 65.0 88.7 65.0 88.7 65.0 101.6 65.0 .139.7 N O r s 4 65.0 121.4 65.0 133.0 65.0 121.4 65.0 179.3 4 65.0 88.7 65.0 88.7 65.0 121.4 65.0 129.0 . 48 6 65.0 88.7 65.0 88.7 65.0 104.8 65.0 104.8. 6 65.0 79.8 65.0 79.8 65.0 88.8 65.0 91.5 6 65.0 66.5 •65.0 66.5 65.0 73.0 65.0 8.3.8 24 36 48 60 72 60 4 65.0 106.4 65.0 106.4 65.0 121.4 65.0 139.7 4 65.0 70.9 65.0 70.9 . 65.0 98.6 65.0 98_.6 78.6 6 65.0 70.9 65.0 70.9 65.0 78.6 65.0 6 65.0 63.8 65.0 63.8 65.0 67.1 65.0 67.1 6 56.9 53.2. - 59.9 53.2 56.9 56:9 59.9 59.9 19 -1/8 26 -1/2 37 53 -1/8 74 26 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 ' 65.0 159.3 65.0 121.4 65.0 179.3 6 65.0 121.4 65.0 159.3 65.0 121.4 - 65.0 179.3 6 65.0 119.5 65.0 119.5 65.0 121.4 65.0 179.3 19 -1/8 26 -1/2 37 53 -1/8 74 38 -3/8 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 150.7 65.0 121.4 65.0 179.3 4 65.0 107.9 65.0 107.9 65.0 121_4 65.0 168.1 6 65.0 107.9 65.0 107.9 65.0 121.4 65.0 135.9 6 65.0 80.9 65.0 80.9 65.0 91.6 65.0 123.1 19 -1/8 26 -1/2 37 53 -1/8 74 50 -5/8 4 65.0 121.4 65.0 . 158.2 65.0 121.4 65.0 179.3 4 65.0 114.2 65.0 114.2 65.0 121.4 65.0 155.3 4 65.0 81.8 65.0 81.8 65.0 118.3 65.0 118.3 6 65.0 81.8 65.0 81.8 65.0 91.3 65.0 91.3 6 65.0 61.3 65.0 • 61.3 65.0 66.7 65.0 76.2 19 -1/8 26 -1/2 TE 37 53 -1/8 74 63 4 65.0 .121.4 65.0 127.2 65.0 121.4 65.0 162.7 4 65.0 91.8 65.0 91.8 65.0 121.2 65.0 121.2 4 65.0 65.7 65.0 65.7 65.0 91.1 65.0 91.1 6 65.0 65.7 65.0 65.7 65.0 68.6 65.0 55.0 68.6 55.0 6 52.4 49.3 55.0 49.3 52.4 52.4 r 15' MAX. AVG. SPACING R tel ott 1 : i i7 0.L OPG. 37 1/4' VENT WIDTH 34 1/8' D.L OPG. -- / 3/16' OR 1/4' ANN. CLASS Il is 1, 74' WINDOW WIDTH N.D. FIX. MTG. 120) lsit) 19 eoTTOu EXTERIOR v1NPI1v VIDTH X4 LAYOUT OX OPPOSITE (2) ANCHORS O UTC. STILE ENDS AT 4' 0.C. TYP. _- 9 = == 3/16 OR 1/4" ANAL GLASS = -C .. t 1 1 I 34 1/8' D.L. OPG. TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL 011 MOVING AND FIXED IITES S' MAX. TYP. AT HEAD /SILL CORNERS _ SURFACE APPLIED MUNTINS OPTIONAL LATCI+ES. FOR VDV. HT. UP TO 50 -5 /13' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 -518' Tva LATCHES ONE AT 14' FROM .BOTTON AT 18' FROM TOP I/4• SHIN MAX_ ( 4 TYPICAL ANCHORS SEE (LEN/. 1. ANCHOR N • 4 • 4 4. A = NO. OF ANCHORS PER HEAD /SILL WOOD - BUCKS NOT BY PINO WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEW TO THE BUILDING STRUCTURE. DESIGN LOAD CAPACITY - PSF (XO OR OX SI7.ES) WINDOWS WITH HI - RISE SILL Engr: OR. NUUAYOL'N FAR000 STRUCTURES FLA. PE 1 16557 DEC 1 4 1000 APPROVED AS COMPLYING WITH THE SOUTH F ORIOA BUILDING CODE DA V °Iola,, 4.2001 OY BIM !,. ! PI100 r • NTROL L WI5KON BUILDING CODE COMPLIANCE OFFICE ACCEPT/42CE NO [.4' 0 9. 0 2_ 0 F O a O N z of <4 eL W vi (13 N or3 Li w e '^ 9i 1 3 sr) W r 3s z u V) W 5- u 0 cc 0. 3 z; 2 0 3 • r r n 3 0. 2 0 0 • o 4 %.,../...t. • o u �_-_ .... drowing no. W00 -47 I sheet 4 of 8 i i DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOWS WITH STANDARD SILL WINDOW DIMS. • INCHES 3/16" TAPCONS 1/4" TAPCONS A 3/16" -ANN. CLASS 1/4" -ANN. GLASS 3/16" -ANN. GLASS I/4"-ANN. GLASS w10TH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 72 84 96 108 111 7 53.3 121.4 53.3 155.2 53.3 121.4 53.3 179.3 8 . 53.3 121.4 53.3 152.0 53.3 121.4 53.3 53.3 179.3 179.3__ _ 165.5 24 8 53.3 121.4 53.3 133.0 53.3 121.4 8 ' 53.3 112.1 53.3 118.2 53.3 112.1 53.3 8 53.3 108.8 53.3 115.0 53.3 108.8 53.3 160.7 72 84 96 108 111 36 7 53.3 103.4 53.3 103.4 1 53.3 106.2 53.3 146.4 8 53.3 89.5 53.3 101.3 53.3 89.5 53.3 132.2 8 53.3 77.3 53.3 88.7 53.3 77.3 53.3 53.3 114.2_ 8 53.3 68.1 53.3 78.8 53.3 68.1 100.6 8 53.3 66.1 53.3 76.7 53.3 66.1 53.3 97.7 72 84 96 108 111 48 _ 7 53.3 i 76.2 53.3 77.6 53.3 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 96 108 111 8 7 i 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 I 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 53.3 69.3 8 44.7 44.7 53.3 54.5 44.7 44.7 53.3 66.1 74 106 -1/4 1)1 63 7 53.3 54.6 53.3 57.5 53.3 • 54.6 53.3 . . 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 35.1 35.1 50.0 50.0 r- J O 1 BY OR 2 BY W000 BUCK 27 1/2' VENT WIDTH 24 1/8' D.L. OPG. 3/16' ANN. CLASS 11 •1 B 23" MAX. HEAD /SILL 17' MAX HEAD /SILL 111' WINDOW WIDTH (2) ANCHORS 0 MTG. STILE ENDS AT 4' O.C. TYP. .1 11 �1 11 ti 1 1 It 11 11 u It _ ___ 7 L = _ - n II 16 it i � 11 11 I I n 11 1 t fl N ).( 1 1 ti •2 /. it 11 / /. 1 1 i_ =_� / ------qt---------.z II 3 /16 •/ QR 1/4 It tl ANN. CLASS 1 _ .. _ _SEE CHARTS _ 1 _ _ _ 1 . 11 ,1 u .1 n 11 53' D.L. OPG. H.D. FIX. �� MTC. RAIL \?1 BOTTOM D.L. OPG. VINDOV WIDTH XOX LAYOUT EXTERIOR 27 1/2' VENT WIDTH 24 1/8' D.L. OPG. 3/16' ANN. GLASS - I• TYPICAL ELEVATION TESTED UNIT GLASS WIDTH OF FIXED LITE ±1 /2 OF WINDOW WIDTH 5' MAX. TYP. AT HEAD /SILL CORNERS N 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' Tv0 LATCHES ONE AT 14° FROM BOTTOM NE AT 18' FROM TOP 0_L_ OPG. 1/4' SHIM MAX. 4 = NO. OF ANCHORS PER HEAD /SILL I _ TYPICAL ANCHORS SEE ELEV. 1. ANCHOR NOTES OR. HUM/NOUN FAR000 SIRUCTURES FLA. PC 1 16557 000 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUQ0I - CODE E t l ' 200.1 BY PROD CT ` TROL DIVISION °Utt0I1G CODE COMPLIANCE OFFICE ACCEPTANCE NO eV 11° 7.02 Ld z 10 3 2 01 .O / W ' 1 < O o � e •-, '- N 3 d o o v° a o 0 a 0. IX 45 2 0 In + c W O < a: ai Vi 0 1s. n 1 0 0 r 6 m drowing no. W00 -47 ( sheet 5 of 8 / / ` . | WINDOW DIMS. INCHES 3/16" TAPCONS 1/4" TAPCONS A - 3/16" - ANN. CUSS 1/4" -ANN. GLASS 3 /18" -ANM. CLASS 1/4" -ANN. GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) ' TNT. ( -) EXT. ( +) 1NT. (-) 72 84 96 108 111 . 7 62.0 121.4 62.0 155.2 62.0 121.4 . 62.0 179,3 8 62.0 121.4 62.0 152.0 62.0 • 121.4 62.0 179.3 24 8 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 04 96 108 111 7 62.0 103.4 62.0 103.4 62.0 106.2 62.0 146.4 36 8 62.0 893 62.0 101.3 : 62.0 89.5 62.0 132.2 8 62.0 77.3 62.0 88.7 62.0 77.3 68.1 _ 62.0 62.0 114.2 - 100.6. 6 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 48 7 62.0 76.2 62.0 77.6 62.0 . 76.2 62.0 93.1 6 62.0 64.2 62.0 76.0 62.0 64.2 62.0 86.4 8 55.5 55.5 62.0 66.5 55.5 . 553 62.0 82.1 " 8 48.9 48.9 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 8 43.3 43.3 57.6 53.2 43.3 43.3 57.6 57.6 8 38.1 38.1 • 54.6 47.3 38.1 38.1. 54.6 54.6 8 37.0 37.0 . 54.1 16.0 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 8 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 6I.0 94.1 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 61.3 61.3 / 62.0 90.6 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 8 443 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 35.1 35.1 50.0 ' 50.0 • 1 BY OR 2 BY W000 BUCK (24) 27 1/2' VENT WIDTH 24 1/8' D.L. OPG. It 11 11 - -_- 3/16' ANN. CLASS= 7.= J D.L. OPG. • 60 i.� WINDOW • WIDTH u , . 11 1 11 is 11 1 11 11 11 ' 1 --- -1i - - - -- - --- -1 - - - 11 1 11 0 11 11 / L• 1 1 11 - • %// ti =__ =_.'__ - -,/> -_-_-4-_--:-_-_-..: It 3/16" 1/4 to is ANN. GLASS 1! -- - J1 - -� m CHARTS :At_ ___ 11 11 ji H.D. FIX. MTG. RAIL (2) ANCHORS 0 MTG. ST1LE ENOS AT 4" O.C. TYP. _/ (SAS 18 TOP 19 BOTTOM VINDOV VIDTH .(OX LAYOUT EXTERIOR 27 1/2" VENT WIDTH 24 1/8 0.L OPG. 3/16" ANN. CLASS • 17" MAJ(. 1 (J HEAD /SILL SURFACE APPLIED MUNTINS OPTIONAL 23" MAX.` 53' HEAD/SILL D.L. OPC. TYPICAL ELEVATION TESTED UNIT 1 CLASS WIDTH OF FIXED LITE ±1/2 OF WINDOW WIDTH LATCHES. FOR VDV. HT. UP TO 50 -5/8' ONE LATCH AT NIDSPAN OF VENT FOR VDV. HT. MORE THAN 30 - S /8' TWO LATCHES ONE AT 14• FROM BOTTOM AT 18' FROM TOP 5" MAX. TYP. AT HEAO /SILL. CORNERS D.l.. OPC. 1/4' SHIN NAX. A = NO. OF ANCHORS PER HEAD /SILL • TYPICAL ANCHORS SEE ELEV. f, ANCHOR NOTES • DESIGN LOAD CAPACITY - PSF (XOX WINDOWS x1111 HI - RISE SILL OR. HUMAYOUN FAR000 STRUCTURES FLA. PE J 16557 APPROVED AS COMPLYING WTH THE SOUTH F ORIDA BUILDING CODE DA BY PRODU r CONTROL DIVISION DUILDING COOE COMPLIANCE OFFICE / ACCEPTANCE NO. (,(O /( 1 ■ 1 Z - - 40 8 v a .o Z Z W 1 O° c.• I 11.04 H N Q. tx.o o cr a a a 1 O in U D '. p W n 8 z 0 At O 00 CC C4 La, N R � + W R L 0'I W 4 - .4 3 S z n 0 drawing no. W00 -47 (sheet 6 o1 8 -1 r i r _____ 2.188 L I 1.186 2.500 J 1.064 FRAME HEAD 1.157 I 1 JL .062 TYP. 2.188 L 12501 FRAME JAMB 2.314 .890 .655 I_1 .822 --II --.062 VENT TOP /BOTTOM RAIL 1.409 1.245 r 1.0311 .062 HI -RISE SILL TRACK 2.188 HI -RISE SILL T 062 TYP. r 1.000 1 1--- .b58 1.064 1 1.500 1.812 II STD. FIXED MTG. RAIL L .050 TYP. .688 r I SCREEN ADAPTER 1.062 r.062 TYP. I I .890 L___ ►°-1.626 JAMB STILE 1.750 1234 1.188 1.626 MEETING RAIL .062 TYP. 1.100 - r .187 1.156 1 j 1t 1.032 STD. SILL TRACK (- -1.064 1.062 .078 TYP. 2.938 .812 2.188 STANDARD SILL J - -1.000 1 Nr� - .062 TYP. H. D. FIXED MTG. RAIL ITEM 2 2A PHS -607 3 3A 4 5 5A 7 8 9 10 11 12 13 14 15 16 l7 18 19 20 21 22 23 24 PART PDH - 503 PHS -606 PHS -601 26022 PHS -603 PDH -504 PDH -525 PDH -507 POH -527 POH-508 8725/000 PHS -604 FS- 7118 -187 P8 -8327 -187 PHS -605 POH -515 PHS -604 PHS -604 QUANTITY 1 2 1/ VENT 1/ VENT 2/ VENT 1/ VENT 1/ VENT AS REOD. AS REOD. AS READ. AS READ. AS READ. 2/ VENT 2/ VENT 2/ VENT AS READ. AS READ. 1/ VENT 1/ VENT 1/ VENT 2/ WINDOW 2/ BAFFLE 2/ ADAPTER DESCRIPTION FRAME HEAD HI -RISE FRAME SILL STD. FRAME SILL HI -RISE SILL TRACK STANDARD SILL TRACK FRAME JAMB STD. FIXED MEETING RAIL H.D. FIXED MEETING RAIL TOP AND BOTTOM RAIL JAMB STILE INTERLOCK STILE METALIJC CAM LOCK (ZINC DIE CAST) SCREEN ADAPTER TOP & BOTTOM RAIL WEATHERSTRIPPING JAMB STILE WEATHERSTRIPPING BULB WEATHERSTRIPPING ROLLER HOUSING WHEEL ROLLER PIN GLAZING BEAD ASSEMBLY SCREWS (FRAME & VENT) MEETING RAIL SILL SCREW (BOTTOM) 5/16' BOX SCREEN SCREEN ADAPTER BAFFLE BAFFLE SCREWS 18 -32 X 1/2' POST BINDING SCREWS MATERIAL 6063 -T5 6063 -T5 6063 -T5 6063 - T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 ZAMAK 6063 -T5 VINYL NYLON ST. STEEL ST. STEEL ALUMINUM PL. CRS PL. CRS 6063 -T5 NYLON PL. CRS MANF. /SUPPLIER /REMARKS ALUMAX /BONNELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX/BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALLEN STEVENS SCHLEGEL FIN SEAL OR EO. SCHLEGEL OR EQ. M&M PLASTICS ROLL FORMED 1 8 X 3/4' PH SMS 8 X 3 -1/4' PH SMS WARREN IND. OR EQUAL M&M PLASTICS a 6 X 3/8' PH SMS Engr DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 11 16557 1 A 20( 1 4 2000 APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE AT 2001 BY //1/ .. PROD a we ROL DXVI • 9 0 BUILDING CODE COMPUANCE OFFICE R ACCEPTANCE NO. £ 4 4 0 9' 492- Z L: Z ") w O (2/ d � Rr' O O a � � O v) U w 0 Z r) o • Z > r-) oo 0 g Q Q oo 1x v) 0 N < C in W 1^ 1 Z M n c 0 . 8 V4 0 03 io •n N v) 0 n c 0 0 to ^0 a1 0 0 0 • s 0 0 1 x v .0 . 5 drowing no. W00 -47 (sheet 7 of 8 I ■ 1 AL—FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MAUI, FLORIDA 33174 M. (305) 264-8100 ' FAX. (305) 262-6678 PC COMP-04141. W00-47P* o Ii: lorn•oo SERIES ALUM HORIZ. SUDING WINDOW PINO WINDOWS CORPORATION 6860 N.W. 75TH STREET MEDLEY, FL 33166 (30) see-954 nu (305) asa-bin it I Ju 'Yn � 0 '0 O 0 N 2.250 O .072" (TYP L2.00' ,\ ® "h" HEADER 17 [17 /qA 15• .1A SCALE : 3• = 1•- 0" PRODUCT MARKING LOCATION % 12.00" COVERAGE 13.50" FULL PANEL O 0 U% N .066't .055'° 2.00 "I 0 "U" HEADER ,- PRODUCT MARKING (OPTIONAL LOCATION) 0 STORM PANEL SCALE : 3" - 11'- 0" fi 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 1 & 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 146". USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II. 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, 98-008 AND 98 -006R. 9. TOP & 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. 1 7S" 6.00" COVERAGE HALF PANEL .122' 66" ;ol — 307';666" (TYP - c -7 -= 2. 000" L HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE ® ANGLE ,r 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) N 0 0 ,93" TYP. 2.00" I © STUDDED ANGLE SCALE : 3" = 1'- 0" 2.016" I 7.50" -120" TYP. VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) 70 WASHERED WINGNUT SCALE : HALF SIZE FASTENER CO 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF J. LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE TOP MOUNT f (PERP. TO PANEL SPAN) 1 SECTION CO Q 1- w w tn I- z w J -J w z Q a X 4 X Q CT YP NOTE#6) / \ - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) L (T 1 YP) WIDTH UNLIMITED ■ pm- L TYPICAL ELEVATION - TYPE III TOP MOUNT OR DIRECT MOUNT A K_J 0VERLAP_FASTENERS- (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED (PERP. TO PANEL SPAN TOP MOUNT SECTION (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRAC j THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" = 1" -0" BOTTOM MOUNT w J— o J 1- Q I-- W z W ° N = 0 l7 a z O J J J V z O. w X Q. w w F- l7 z W J J w z Q a X WIDTH UNLIMITED I IPERP. TO PANEL SPAN) C 1 a 5 r 1 (TYP) WIDTH UNLIMITED (PERP. TO PANEL P a SEC TION A : BOTTOM MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II SPAN - TOP MOUNT / OR DIRECT MOUNT L BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & l70 6" O.C. FOR OESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1 -1/2" 4 MIN. O - 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT 111:.1 • PRODUCT CO ROL DIV!S!0H BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, C ri -010 Y n I Cluj IV Z zQ- 1> de <0 C7 N Q C7 w ow N F L l PE ' 1• •83 VJ. V H PR OF I• Al GINIER • No _EB_O {__19.99_ eM• ac• drew- bti I _4$ Morco)I MC by tMch•d b Id••Ipn - V I - -v � Or...Ing no. 98 -312 *nut 1 or 9 (VERTICAL OR HORIZONTAL) PANEL LENGTH (SEE TABLE & ASSOCIATES. INC. (VERTICAL OR GS. FLORIDA 33166 • c! • • ! • (VERTICAL OR I- 1 .1 1 1 • • 0 '0 O 0 N 2.250 O .072" (TYP L2.00' ,\ ® "h" HEADER 17 [17 /qA 15• .1A SCALE : 3• = 1•- 0" PRODUCT MARKING LOCATION % 12.00" COVERAGE 13.50" FULL PANEL O 0 U% N .066't .055'° 2.00 "I 0 "U" HEADER ,- PRODUCT MARKING (OPTIONAL LOCATION) 0 STORM PANEL SCALE : 3" - 11'- 0" fi 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 1 & 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 146". USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II. 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, 98-008 AND 98 -006R. 9. TOP & 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. 1 7S" 6.00" COVERAGE HALF PANEL .122' 66" ;ol — 307';666" (TYP - c -7 -= 2. 000" L HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE ® ANGLE ,r 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) N 0 0 ,93" TYP. 2.00" I © STUDDED ANGLE SCALE : 3" = 1'- 0" 2.016" I 7.50" -120" TYP. VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) 70 WASHERED WINGNUT SCALE : HALF SIZE FASTENER CO 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF J. LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE TOP MOUNT f (PERP. TO PANEL SPAN) 1 SECTION CO Q 1- w w tn I- z w J -J w z Q a X 4 X Q CT YP NOTE#6) / \ - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) L (T 1 YP) WIDTH UNLIMITED ■ pm- L TYPICAL ELEVATION - TYPE III TOP MOUNT OR DIRECT MOUNT A K_J 0VERLAP_FASTENERS- (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED (PERP. TO PANEL SPAN TOP MOUNT SECTION (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRAC j THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" = 1" -0" BOTTOM MOUNT w J— o J 1- Q I-- W z W ° N = 0 l7 a z O J J J V z O. w X Q. w w F- l7 z W J J w z Q a X WIDTH UNLIMITED I IPERP. TO PANEL SPAN) C 1 a 5 r 1 (TYP) WIDTH UNLIMITED (PERP. TO PANEL P a SEC TION A : BOTTOM MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II SPAN - TOP MOUNT / OR DIRECT MOUNT L BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & l70 6" O.C. FOR OESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1 -1/2" 4 MIN. O - 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT 111:.1 • PRODUCT CO ROL DIV!S!0H BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, C ri -010 Y n I Cluj IV Z zQ- 1> de <0 C7 N Q C7 w ow N F L l PE ' 1• •83 VJ. V H PR OF I• Al GINIER • No _EB_O {__19.99_ eM• ac• drew- bti I _4$ Morco)I MC by tMch•d b Id••Ipn - V I - -v � Or...Ing no. 98 -312 *nut 1 or 9 (VERTICAL OR HORIZONTAL) PANEL LENGTH (SEE TABLE & ASSOCIATES. INC. (VERTICAL OR GS. FLORIDA 33166 i '. vino 41e. 10 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD 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, HOLLOW BLOCK OR WOOD FRAMING. SEE } � ANCHOR SCHED. BASED /p ON TYPE OF STRUCTURE --T GLASS OR DOOR -1 - EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ANGLE TO WALL DETAIL .EMBED 50 CONT. (TYP. TOP & BOTTOM FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR REF. ONNECTION 2• / 2" MAX. FR •M GLASS SCHED. (TABLE 2) ROCONT. FASTENER. SEE & WINGNUT (a1 6" O.C. ANCHOR SCHEDULE REF. CONNECTION" TYPE 4" FOR TYPE 1 & 11 AND (la 12" O.C. FOR TYPE III WALL MOUNT SECTION �- ANCHORESCHE R EF. CONNE 4• n: >- 1- CONT - .. \\ SCALE : 3" = 1 -0" SCALE : 3" = 1' -0" — FINISH MATERIAL STUCCO, / AND /OR PLYWOOD 7 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. C r Z -J -J w z X z isi Ei N. } 1- 1/4 -20 MACHINE 'BOLT & NUT Cal 6" O.C. — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION''TYPE 4" w -J CO w W 1- z w - J -J w z 0 X 1/4" MAX. — 1/4 -20 MACHINE BOLT PANEL TO ANGLE DETAIL 1/4" MAX. ( ▪ SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD ='130 P.S.F. \ -100 P.S.F. ) BUILD -OUT MOUNT SECTION GLASS OR DOOR SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) MACHINE BOLT & WINGNUT 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE 111 & IV W a1 W & IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. G�( SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4" — WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3" E DGE DIST 1 v \ WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" . REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE 13. 1I AND (la 12" O.C. MAX. FOR TYPE PLYWOOD AND STUCCO FINISH 1 111 & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE 7 / SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE V (LOCATE FASTENER U. IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED %I ON TYPE OF STRUCTURE r PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. EXISTING CONCRETE. to HOLLOW BLOCK OR j /1" 1 "' X WOOD FRAMING. SEE ' • ANCHOR SCHED. BASED / �:'/ . • ON TYPE OF STRUCTURE— .� EDGE DIST.' r / -4 O4 CONT. °6 CONT. GLASS OR DOOR ©CONT. W000 FRAMING (TYP.) ANGLE TO WALL DETAIL \171 WALL MOUNT SECTION E SCALE : 3" = FASTENER. SEE ANCHOR SCHEDULE \ REF. CONNECTION "TYPE 3" /EDGE/ 01ST. . CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1 I1 /4" MAX, —L J m 1 W w 1- L3 z J J W z O. •X 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0.C. FOR TYPE 1 & II AND @ 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL 1/4" MAX. t EXISTING STUCCO FINISH (TYP.) 1- Z 1/4 -20 MACHINE BOLT & WINGNUT (al 6" O.C. FOR TYPE 13. II AND @ 12" 0.C. FOR TYPE 111 & IV 4 w m E w -FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION"TYPE w -J J w Z X F w - J m 4 1- w W N APPROVED AS COMPLYING WITH THE SOUTH FLORIDA UILDING CODE DAT il l 4 ' C • 19_ BY •- PRODUCT CO ROL DIV S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. IN W I f- I . to I °I Q .0 U I N . w •Z N c 0 c 2 9 0 PE 0 1.90) ........ Aa1.5.a: Ow NQ a Ow > 2 w dd. col-- � � a OLLJ O W CO 0 !r V.J. KHIZ!VICH PROF EIS ION A MGIHE FL Li • . se No. 1999 e.1. v_ I una] h Or .vn b •i NOTt0 NG) I d• II•n br (Th.Ch. bFl vm V a. dr owing no. 98 -312 ( .n..t2o0• _ SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR V .1\11 1.\1 •11 • \ ■111.111 14\1\.. \ \\ •IIBhFIUg1 WI ar VIII PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING 1/4 -20 S.S. BOLT & WINGNUT ((a 12" O.C. SCALE : 3" = 1' -0" MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE O CORNER DETAIL SCALE : 3" = 1' -0" STORM PANEL • io F- L7 z J J W z 4 a X 4 CONT. F STORM PANEL ©CON T. FOR W000 BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING ® 12" 0.C. THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 24" 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS W000 JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES - GLASS OR DOOR- 1/4-20 MACHINE BOLT & WINGNUT @ 6" O.C` FOR TYPEI &II I ANO ® 12" 0.C. FOR TYPE III & IV SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 0 CONT. 1/4 -20 MACHINE BOLT S. NUT 12" O.C. OCONT. (TYP. OP 2. BOTTOM--1 \ 1 W / i Vi • • wLp _� i,•' // EMBE TWO 1/4"0 S.S. LAG SCREW (ln —� FINISH MATERIAL STUCCO, 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS PRODUCT RLNdwED (MAX. DESIGN LOAD t 72 PSF) ACCEPTANCENo.0 NOTE: THIS DETAIL MAY BE USED 11 /�� / AT TOP OR BOTTOM OF PANEL S. EXPIRATION DVIL 00L, WALL MOUNT SECTION (BOTTOM) PRO r CONTROL DiVigni 13UI DING CODE COMPLIANCE C SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SCALE : 3" = 1' -0" (MAX. DESIGN LOAD : 72 PSF) `O SOFFIT CONNECTION DETAIL , SCALE : 3" = 1' -0" - FASTENER. SEE ANCHOR SCHEDULE REF. CONNEC TION'T 4' \ --EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SIDE CLOSURE REVD. (SEE PLAN NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — WOOD ROOF TRUSS 7 / , OR FRAMING MEMBER / 014 SMS BETWEEN TRUSSES @ 12" 0.C. .V / - FINISH MATERIAL STUCCO. ,NIZ AND /OR PLYWOOD ( 1/4" MA) j' N VIEW SEC. A / 1) . GLASS OR DOOR FROM GLASS SCHED (TABLE 2) USE REMOVABLE ANCHORS ONLY (a) 67 0.C. MAX. FOR TYPE I & II AND (ol 12" O.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'PIPE 1• (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE EMB ED 1/4 -20 MACHINE BOLT & WINGNUT (ul 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE III AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) / i FINISH MATERIAL STUCCO, / AND /OR PLYWOOD SCALE : 3 =' = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD SCALE : 3" = 1' -0" 0 DIRECT MOUNT DETAIL FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'rTYPE 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 ® 12" 0.C. 1 4" (MAX. DESIGN LOAD 2 72 PSMT ANGLE BUILD -OUT BY PRODUCT C ' TROT DIMS ON AP2OVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILDING CODE BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO t 9-D10V (U — 11 W F 1- Q U 0 0 O a N • 0 Q Ts •d u = u Z I > I'2 N W � . W I x 0 W WZ N Q a <0 CDI co .U) w o w N c o_ 0 1. `s 0 0 4 0 O -J LL Lit u z o. N 4 0 4 z 0 L 0 VJ. K►R PRUf(SS10 •1• e 4/ w • r u z IA 1- 4 0 4 .1 u W N z P P I- X 13 Ei n O u FL Lic i No. Pi Oi A. [ [R 12/1•4 11. • Arwn by Al NOft N7 a..lo v m cn.cr.d J or•..Ing no. 98 -312 •n••I S•1 • 12/17/98 15:37 , BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125" TP ..125" S. - O.. 9• - S" 8' -0" 8• -1" m 1 -1/2" MIN.1 EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2" x .093" I_r STUDDED ANGLE 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" 1/4 THRU BOLT ANGLE TO ANGLE CONNECTION (E) 12" O.C. ANGLE BUILD —OUT O " SCALE .3 . 1• -0 1 PLYWOOD 8 STUCCO FINISH (MAX. DESIGN LOAD t 72 PSF) O POCKET DOOR DETAIL L SCALE : 3" 1• -0" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" 2" x 3" x 1/8" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP E. BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/2 -13 MACHINE SCREW NUT /- 1/2 "0 POWERS RAWL / CALK -IN (a7 12 O.C. / W/ 1/2 -13 MACHINE SCREW J 4 W N 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. J W z 4 0. X 4 0 m a H z W 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 SCALE : 3" . 1• -0•• MB EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — HEADER MOUNT DETAIL (MAX. DESIGN LOAD s 72 PSF) FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO - 1/4 THRU BOLTS / - 2" x 3" x 1/4" x O• -8•' 6063 -T6 ALUM. ANGLE THREE 5/16 POWERS RAWL CALK -IN (6) 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) J .O W 1 z in 2" x 2" x .093" X 4 E z J (-MAX. 1/8" TILE 1 FINISH MATERIAL STUDDED ANGLE 2" x4" x 1/8" CONT` 3/4" PLYWOOD ALUM. TUBE (6063 -T6) —�T — 1/2 THRU BOLT © 12 O.C. 1/4 POWERS RAWL CALK -IN (al 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 LAG SCREW © 24 O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD s 72 PSF) °PASS THRU DETAIL ® SCALE : 3" = V-0" ' PRODUCT RENEWED ACCEPTANCE No C1' Q \ O"L EXP TION DATL \ / Da ( 'Looms BY PRO NTROL DIVISION BUILDING CODE COMPLIANCE OPPICB ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) z 4 a X 4 z 0 c0 II z W J 2 • x 3 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE z , Vf 3 1/4•'0 POWERS RAWL CALK -IN @ 5" / O.C. WITH 7/8" MIN. EMB. IN CONC. OR � W HOLLOW BLOCK OR 1 /i."0 LAG SCREW' ,r, to 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER . / ,% )EMB i . X 4 im • '-5/16" 0 POWER S RAWL CALK -IN (ul 5" 0.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2•• x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4 STUD @ 12" 0.C. OR HOLLOW BLOCK 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 t 72 PSF) EDGE MOUNT DETAIL SCALE : 3" = 1• -0" x .055" 6063 -T6 ALUM. TUBE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' A 0 19 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c\ct 0208•nl O HEADER MOUNT DETAIL Q SCALE : 3" = V -0" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 2" 1/4" MAX. U z CO 1 " w ig < y. U o O � Tn • N < Z ao z U W Ni 8 W W N 4. > CC �O cn 6 J ow N � c • 0 0 c N T O• en i 0 0 J u . N z 4 W > 0 4 z W Y 0 L a P W - 4 0 a 0 0 4 1 a, a m • 0 I 4 PROFESSION E HEER FL Lic No PE 0. s'Q3 199 •c•1• dr.- by ♦S HOTCO L fie sign by •ckad b V_ cb __VMI i Or wring no. 98 -312 F .— The a: of I n /. •r /ne . 17 ^ 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" = 1' -0" 12/17/98 15:37 — 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 (R) 6" O.C. FOR TYPE I & II AND @I) 12" O.C. FOR TYPE III & IV 2" x 5 " MAX. x .093" STUDDED ANGLE J W Z Q a X Q E 11" x 2' Ix .055" 6063 -T6 ALUM. TUBE 2' x 2" FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE w W = LLJ J l7 Z 1/4" -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION (Gl 6" O.C. —/ / 2" x 5" MAX. x .093" / STUDDED ANGLE 0 2"x2 "x.093" OR 2'e STUDDED ANGLE FASTENER. SEE \ 1/4"0 MACHINE ANCHOR SCHEDULE BOLT REF. CONNECTION'TYPE 1•-- NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2" x 2" ALUM. TUBE BUILD —OUT SCALE : 3" = FINISH MATERIAL STUCCO AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE S O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" — FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION •YYPE 3" ) L_. 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. J W Z:U a'=- 4 1 Z Z , J EMB. W • 0 • � / /• /' / / / 7 j 1 • .• tr / / �' i , / 4 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/4 "0 THRU BOLT (al 12" O.C. ANGLE TO ANGLE CONNECTION 12" x 3" 2 "x4" x1/8" 2" x 5" 6063 -T6 ANGLE 2" x 2 "x .093" STUDDED ANGLE-A (MAX. DESIGN LOAD s 72 PSF) STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3• EXISTING CONCRETE OR HALLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 2" x 2" x .093" STUDDED ANGLE 1/4" -20 STUD & WING NUT (nl 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE ID & IV PRODUCT RENEWED ACCEPTANCE No.O\ - / U % \ L 1 ' C� EXPIRATIONDAT \\ /d\/ Z0b(o BY II PRO BUILDING NTROL DIVISION DE CONGLIANC$ OFFICE 0 r Tw 2" MIN. r #12 SMS (6 12" O.C. — 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE \--TWO-1/ 4"93 THRU BOLTS ALT. LEG DIRECTION T J , —ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4" -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III & IV NON- STRUCTURAL 2" x 2" x .093" EDGE DIST. STUD ANGLE NOTE: THIS DETAIL MAY BE U A A 1 4PR0VED AS COMPLYING WITH TTI.' TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DAT CA R. BY STORM PANEL BUILD —OUT PRODUCT CO ROL DIVISION SCALE : 3" = V -0" BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 - A2OA• n1 w N Z z < 0 01- L) W ow N � c 0 w 1. n • F FL Lic PE O V.J. KNdUVICN PROFESSIONAL GINEER n ■ No 03 r . ;,E L 0 1999 d•t• I NOTE 171; awn by ( ey ch•ch•d b vof ( VM dr•vin9 no. 98 -312 •n••► /• , � = . NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR 'F" TRACK WITH BOLTS @ 6" O C. �qr FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" 0.C. & DIRECT MOUNTS W/ ANCHORS ® 6" 0.C. (TOP & BOTTOM) -0.c "U" & "H" HEADERS WITH STUD SILLS ® 12" 0.C. OR "F" TRACK WITH BOLTS (dI 12" O.C. -Ir -qtr FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" 0.C. & DIRECT MOUNTS W/ ANCHORS ® 12" 0.C. MAX. (TOP & BOTTOM) 7 - sic L MAX. (FT -IN) 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 - 7 -8 100.0 7 - 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 - 1. 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 - o 2 -5 /B - - -- 1 -1/e - - -- 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 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5 /8 1 -7/8 9 -1 3 3 118.0 4 - 0 - c -1/ 7 - 4 2 -5/8 1 -1/2 8 -8 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. "t = FOR TYPE 1 & II - BOLTS REQUIRED ® MIOSPAN TO HOLD PANEL SEAMS TOGETHER. -0 lee= FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE PRODUCT RENEWED ACCEP'rANCB NaQ - O 19 - O Z EXPIRATION DAT& \ \ /OR ,AJ�/ C C)( ) By 1 4 PRODUCACCONZROL DIVISION BUILDING CODE COMPLIANC$ OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT ( . _ PRODUCT CON " OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 - 0108.°1 81' 9 N w 1 U O 0) .0 U w N w z W W N Qa J [L <0 .U3 C7 W O W N }- N 9 V O O on r 0 4 N N r cc 0 • D: , W A 0 c 4 o J h X < a u_ n+ m 0 m 4 N c 0 N L 2 - - - -- V.J. KtatZ1 PROFESSIONAL FL. Lic s No. PE00 ••:3 Nt[R E * : 0- -999 IV mosso) vn b mC) 'design bF cA.c .tall V JKJ J tr...In9 no. 98 -312 I sh••■ • of 9 i 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 2 TYPE 3 4 5 OOOM 1110.IIIIIl1111111111111111111► 1/4••0s WOOD LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) • 4 8.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 - 11 9 2.0 12 9 8 12 12 12 S 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 1111.1111111111111111111111111 0 . 1/4 "0 WOOD LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PERPENOICULAR TO 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 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 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 ,k � ;�,,,, 1/4"0 ELCO FEMALE "PANELMATE 1 -7/8 MIN. 1. 1/4 -20 SCREW . ,. MALE/ W/ EMBEDMENT MACHINE WITH NUT 4 8.0 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 11 ,1,,,, 7/16 W000 W/ 5/8" AND 3/4" EDGE DISTANCE 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 6 2.0 12 12 9 12 12 11 3 5 11 11 9 ; ,/, 4 9 5 BRASS BUSHING EMBED. MIN. 72.0 12 7 8 12 12 10 �/, 4 10 6 9 %ij 4 9 5 92.0 12 4 6 12 12 9 j; 4 9 5 9 '2/ 4 9 5 200.0 9 /,.• 4 9 5 9 ;2t , 4 9 5 9 •/,, 4 9 5 17 /17 /9R 15:3A 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 ANO 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 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.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" 6=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. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT. NUT OR MACHINE SCREW. PRODUCT SEWED ACCEPTANCE Non k - v $ L 1.O pPTRATTON DATA 1 /U 9 / - )to / 1, ( mum, DIVW PROS BUILDING CODE OOMPLIA TCI OPT= DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE SOUTH :FAORIDiBUILDING CODE DATE 'E o4 19 BY PRODUCT COI 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Na U w N w z 8 O O Psio p j NQ za p > 2 w • C7 1 � O 4 1 N H, C O • • 2 FL LIc PE .0 .• O ° m 0 ' e r O O u. W N 4 r- 0 ' N O' 0. W T 0 IA�a E J N I- L a " w r > ,n 4 0 0 0 T 4 u Z N F 4 V O 4 4 I W N W Z ° P P 7- 0. y a O v VJ. KNIi(2E H PROFESSIONA 7 (ANEER • No ? 4 ` . _19991 •I1• Iz /I•/,. (• -_ d..�� nr AS 14OttOJC___ MCC dulpn Dr cn•ch• d e Nein Or wring na. 98 -312 ,h••■ 7 or • 641 HOKENA r ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS DOSTING 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' -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 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 1 CONNECTION TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE • 0111111111111111%1IIMID- I /4"91 ITW TAPCON W/ 1 - 1/4•' MIN. EMBEDMENT (MIN. 9,100 P.9.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 62.0 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 '2 12 12 3 7 12 7 12 3 7 12 7 2 0 0.0 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7 12 3 7 12 7 * emla( * I!t}'r"""" 1/4 ELCO MALE/ FEMALE "PANELMATE w/ 1 - 1/4 MIN. EMBEDMENT 8. 1/4 - 20 MACHINE SCREW WITH NUT (MIN.9,000P.B.I.CONCRETE) 48.0 12 12 12 12 12 12 5 7 12 12 11 10 3 ' //: 5 4 11 10 8 5 12 12 12 12 12 11 12 12 12 12 12 12 6 3 8 6 12 12 12 12 11 10 3 '• // ,• "� ,,.// i,l •/ 6 5 5 5 11 - 10 10 10 8 5 5 5 62.0 12 12 9 12 12 12 3 5 12 12 72.0 12 8 8 12 12 10 / ,,/,,/ 4 10 6 10 .. /. 4 10 5 12 8 9 12 12 12 12 10 10. ' ' / , ;// 5 5 10 10 6 5 10 10 92.0 12 4 6 12 12 10 ,/,,// 4 10 5 10 /. /, 4 10 5 12 4 7 200.0 10 • i% / , , 4 10 5 10 • ,� �, / 4 10 5 10 ' ''' /, 4 10 5 10 ,' 5 - 10 5 10 , , / 5 10 5 10 '%/ �, 5 10 S ,* E 1/4"O RAWL W/ 7/0" L 1/4 - 20 STEEL MACHINE (MIN. 3.000 P.8.I. POWERS CALK EMBEDMENT STAINLESS CONCRETE) it - IN 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 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 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 6 2.0 12 11 9 12 12 11 3 5 11 11 9 9 9 / ' t, 4 4 4 9 9 9 5 5 5 12 12 12 12 9 5 12 11 9 12 12 12 12 12 12 12 12 11 4 3 3 8 6 6 ' 12 12 11 12 7 6 11 11 11 3 3 3 6 6 6 11 11 11 6 6 6 �� 1/4 "0 RAWL NAIL - IN MIN. EMBEDMENT (MIN 3,000 POWERS ZAMAC W/ 1 - 1/8•' P.9.1. CONCRETE) 72.0 12 12 7 4 7 6 12 12 12 12 9 9 ,// '// 4 4. 9 9 5 5 92.0 200.0 9// '// 4 9 5 9 , ,'/, 4 9 5 9 / / 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 RBI 1/4•'0 DYNABOLT ANCHOR (MIN.2000P.8.I.CONCRETE) 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 12 101 1e�1 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 SLEEVE W/1 - 1/8" MIN. EMBED. 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 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 BOLT 1 (MIN. L 1 l y l f 1 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 RAWL 1/4 (3/4"• 2,000 POWERS DROP - IN - 20 SIDEWALK MEAD) W/ MIN. EMBEDMENT 1. RET P. .1. CONCRETE) _ 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 2 00.0 _ 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 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EOGE 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 ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 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.) WOOD STUD. 3/4•' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 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. ' / / i ii DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RENEW ACCEPTANCE No. O 1 - OS 1 F J P TI0 DAT, I \/ ) 1 I Z OC)co BY APPROVED AS COMPLYING WITH THE SOUTH FLORIO BUILDING CODE DAT ' a . BY PRODUCT Cr• DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C1 c t '020y •O 1_ PRO IP .1 • • NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE N w I- < U 0 to u) •8 11 0 N 1Y 1- 0 0 N 1 2 • Q i 0 0 T n < .0 0 ' 0 a a o . J LL W N 4 1, z o Q W a 4 J u. LL 0 0 0 0 4 I FL Licen PE 0010 s, Norco �a..lan by I ViK r droving nu. 98 -312 .n..� . of o- 0 0 VJ. KN[ZEVICH PROFESSIONAL EN y' R 1_]999 12114/911 dr . n by ch•ck.d byi YNI KNEZEVICH FAX: (305) 803-9572 1998 KNEZEVICH & ASSOCIATES. INC. c DOST1NG STRUCTURE • ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 (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 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 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK .'�1nu E ' 1 /4"0 ITW TAPCON w/ 1 -1/4" MIN. EMBEDMENT 48.0 12 12 8 12 12 9 3 4 9 9 6 % /;. 3 6 5 12 12 12 12 12 12 4 7 12 12 _8 .:.// 5 8 6 62.0 12 7 6 12 12 7; 3 7 7 6' %; 3 6 3 12 9 9 12 12 9 ,:',/,, 5 9 9 7'. 2 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 j 4 7 4 92.0 8 i �% 4 8 8 6 '� 3 6 3 6 3 6 3 10 3 6 10 10 7 4 4 7 7 4 4 7 7 22 ,,/ .' /. ..,/ 4 4 7 7 4 4 200.0 6 '.' 3 6 3 6 �/ 3 6 3 6- / 3 6 3 7 4 7 4 7 '�� „/ * mt �` I " "" 1/4 "a ELCO MALE/ 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 !' /, 5 _ 10 5 72.0 12 8 8 12 12 10 ' 42 4 10 6 10 ' ' 4 10 5 12 8 9 12 12 10 '/ / 5 10 6 10 2:// 5 10 5 92.0 12 10 4 ;! 4 6 4 12 10 12 5 10 10 , ,5 / ; . 4 4 10 10 5 .5 10 10 / ,, 4 4 10 10 5 5 12 10 4 ; ' j 7 5 12 10 12 5 10 10 '„ ; ,' ' 5 ' S 10 10 5 5 10 10 '%/ '. / / 5 5 10 10 5 5 200.0 * 1/4 RAWL W/ 7/8" i 1/4 STEEL SCREW 4 8.0 12 12 12 10 10 8 12.1 12 12 12 12 10 5 3 6 4 12 10 12 10 9 8 �/' ��. 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 (T4 If "0 POWERS CALK -IN EMBEDMENT -20 STAINLESS MACHINE 62.0 72.0 12 7 7 12 12 9; j 4 9 5 8 .. 4 8 4 12 8 11 12 12 11 3 6 11 6 11 .,�/ / ' 6 11 6 92.0 12 4 5 12 12 8 �� : 4 8 4 8 // 4 8 4 12 5 8 12 12 11 i,, 6 11 6 11 ','/, 6 11 6 200.0 8 � � 4 8 4 8 ' 4 8 4 8 /,- 4 8 4 11 4i/,' 6 11 6 11 �// 6 11 6 11 22 , 6 11 6 48.0 12 12 8 12 12 9 3 5 9 9 6 /1' 3 6 4 12 12 12 '12 12 11 4 7 7 11 11 8 5 8 6 ] ` 6 2.0 12 7 6 12 12 7 ', 3 7 7 5 3 5 3 12 9 9 12 12 8 5 8 8 7 ;// 4 7 4 1 /4 "• POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72.0 10 4 5 10 10 6 3 6 3 5 j 3 5 3 12 S 8 12 12 7 '// 4 7 4 7; ./ ' 4 7 4 92.0 8' / 4 8 8 5 ; ,, 3 5 3 5 7 �/ 3 5 3 10 3 6 10 10 7 „i 4 7 7 4 4 7 7 JJ '�J ',•7, 4 4 7 7 4 4 200.0 5, ',//, 3 5 3 5 '/ 3 5 3 5 , 3 5 3 7 '%.. 4 7 4 7 ',,/ 4 1/4 OYNABOLT AN . � "10 48.0 12 12 8 12 12 8 3 5 8 8 6� ',/• 3 6 4 12 12 12 12 12 10 4 7 10 10 7 ,22 '/' ;! // /; / ': 5 4 7 7 5 3 mono 62.0 11 6 6 11 11 6 ' ,/ / / 3 6 6 5 A //. //• 3 5 3 12 8 9 12 12 8/ , 5 8 8 7 ITW RED HEAD SLEEVE W/1 -1/8" MIN. EMBED. 72.0 9 4 5 9 9 5 5 '// ; 7 / 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;//, 4 4 7 7 4 3 7 7 4 4 7 7 3 3 92.0 7 '. 2 '/ 4 7 7 200.0 5 ,// 3 5 3 5; 2 3 5 3 5 3 5 3 7 /,!, 4 7 3 7 / ,' / 4 7 3 7'//. 4 7 3 * , 1/4 EPDXY S.S. MACHINE 2" 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 U111111111IZZII1➢ 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 cool -20 ITW EPCON ANCHOR SCREW 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 w/ W/ 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 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I2/17/98 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 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 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 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 j: • 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 - U8 l LI . U TIONDAT. 1\ /0c1 / ZCOCo Ely PRODUCFWNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1'I \AR. • 19 BY PRODUCT CO 01 DIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEPTANCE gct- DzoB•01 I d 1 w Q 4� U3 O • fA IQ a0 � W = u U i w N w z " W W WZ Qa <O IC7 w o w I 2 a 7) 0 0 • 0 .O P_ W r1 4 h t 0 0 d CC , W p, 0 3 O 4 _I y, 0 LL h P 1l m 0 4 FL L PE 00. r VJ. KH 7C)'IC PNOfEtSIONA (KIN %Q3_99_ dat 11,,.,,.1 � sc cs i drawn Ey A./ HO t O 1 iecJ Oulpn b% chach•d b dr•vinq no. 98 -312 /h••r • of 9 1998 KNEZEVICM & ASSOCIATES. INC. SPRINGS. FLORIDA revisions I . t • MIA MI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Window Corporation. 6860 NW 75 Street Medley, F133166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the. Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. . DESCRIPTION: 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 Iat .2l 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 uuo change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thcn 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 documcnt mentioned above. The submitted documentation was reviewed by. Raul Rodriguez. 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 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 042001 EXPIRES : JAN 0 4 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted 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 user by thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer nccd 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 ercz, P.E. Product Cont s xamincr Product rol 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: 01/04/2001 1 \30450001 \pc20001 \templates \notice acceptance cover page.dot Internet mail address: postmaster (aThuildingcodeonlinc.com MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -I)ADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 co \T'RAC'TOR I.ICI NSINiC sI:crnoN (305) 375 FAX (303)375-255S ('()N 1'ILAC roR t :N FoRcI :CIF ..-r DIVISION (305) 375 -296h FAX (305) 375-290s 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 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. lf.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 BCC() that this product or material tails to meet the requirements of the South Florida Building Code. rRODucT CON'T'ROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 • ACCEPTANCE NO.: 00- 1107.02 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. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance 011ice `mac' Homcpage: http : / /svww.buildinecodconline.con) i • Pino Windows Corporation ACCEPTANCE No.: 00- 1107.02 2 APPROVED JAN 042001 EXPIRES : • LAN 11 4 1A06 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 AI- 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 (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 systcm. Man . el Perez, P.E. Product Prod. ' ontrol Division Examiner MIA M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shuttcrs Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 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 Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 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. APPROVED: 10/04/2001 1\ s04500011pc2000 \ltempiates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com � M � MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCENI4:NT DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL 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. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2- 01- 0814.02 10/04/2001 11/09/2006 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 1 Atlantic Shutters, Inc. ACCEPTANCE No. : 01-0814.02 API'ROVED 10/04/2001 EXPIRES 11/09/2006 NOTICE OF ACCEPTANCE: STANDARD CONI)FI'IONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: • "Miami -Dade County Product Control Approved ", or as specifically stated in 1116 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 regiicsted (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 he 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 be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF TIIIS ACCEPTANCE -3- !lait •ir, P.E. - Product Control Examiner Product Control Division 7 dab: 12 -07 -95 .rcaut 2/2' • 1• dr., by HAI M chi/. by 0 0 0 w 0 V) N r Z 0 O g � O 0 m 0 0 N revisions: no •a a •V •escrID Ion A • 2.14.01 2.11. ANCHOR CI 0C0MI.NI IR01. L ALUMINUM TUBE MULLIONS PINO WINDOWS CORPORATION 6860 N.W. 75TH STREET MEDLEY, FL. 33166 TEL (305) 888 -9946 F(►.% (305) 868 -8079 AL— FAROOQ CORPORATION ENGINEERS. PLANNERS At PRODUCT DESIGN 1235 SW 87 AvE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 F. (305) 262 -6978 1.4ULL10N \1.195- 18A \ c f c '� Z D 23 Z • • P W2 MUWON SPAR • 30 H ga . 0 • • B. H 2 • = a • N tst 0 H N 1 • H 0 Xm A a 2 A • WI 48 30 ' 40 SD 30 40 S0 DESIGN LOAD - PSF S0 60 76 86 98 100 110 120 MIIIMMOMMOMMEIMMUM ■ onsg % / %r %rmeamod gommempammansmsam OMORAMOSONOMPUESM /r/I %��I/i um 1 ■ ir/r/ /I /m1r/ ■i ■ N ATE' A MMM O ■ WOOF 11 130 WARMOREMIONW• SOMMASGARM 1111111 pd I/ a ■v... R a : n A -4 H O DESIGN LOAD - PSF 60 70 80 90' 106 110 120 1.30 I4 4 Co ei 0 DESIGN LOAD - PSF 69 70 80 90 100 110 120 130 Fi r o 0 Q 0 0 of ALUMINUM TUBE MULLIONS PINO WINDOWS CORPORATION 6860 N.W. 75TH STREET MEDLEY, FL. 33166 TEL (305) 888 -9946 FAX (305) 888 -8079 OESICN LOAD - PSF 3B 1.0 60 6.0 70 80 90 1 9r 110 120 130 OCSI LN LOAD - PSF 39 1.0 60 6B 70 00 90 1V' 110 120 /30 50 DESIGN LOAD - PSF 30 40 60 60. 70 00 90 100 110 AL— FAROOQ CORPORATION ENGINEERS. PLANNERS. & PRODUCT DESIGN 1235 SW 87 AVE MUMI, FLORIDA • 33174 TEL (305) 264 -8100 FAX. 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