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EL-02-2450Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 Electrical Permit Permit Number: EL2002 -245 Applicant: GEORGE/KAREN GODFREY Owner: GODFREY GEORGE/KAREN C� JOB ADDRESS: 1481 NE 102 ST �vC1� Contractor P & M ELECTRIC INC Contractor's Address: 1936 NE 148 ST v Local Phone: 305 - 949 -6373 �- Parcel # 1132050240130 Legal Description: MIAMI SHORES BAY PK ESTS AMD Page 1 of 1 r PB 56-86 LOT 17 & E1/2 OF LOT 18 O v Total Fees: $ Total Receipts: $0.00 Permit Status: Approved Permit Expiration: Work: GENERAL REPAIRS 1/21/2003 Construction Value: ZliSUU.UU If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or lithe plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: SPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibiiity for all work done by either myself, my agent, se r employes. Signed: f (Contractor or Builder) BY: s PERMIT APPLICATION FOR MIAMI SHORES VILLAGE g 10050 N.E. 2nd Avenue • ,M- iami Shores, Florida 33138.305 -795 -2204 Date 7 ! Job Address — � ;'ft =_Tax Folio Legal Description Historically Designated: Yes No Owner/I.essee/Tenet i (: ( Master Permit #� Owner's Address Phone L ddress 19 f rl _ Vt 5` _ Phonet 5 l *7 I [r;3 7 3 State # 1_ ( ,�r'1L' L,, Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR-ANOTHER INSPECTION. Permit Type (circle one): BUILDING Lrl- ' PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: Square Ft. Estimated Cost (value) -, , 16 ILI WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. a&L"1 -. o �;-, Sigr;�ure of owner anCondo r � � ; � 5�. � �, ] ` � e �* OFF L V FEES: PERMIT - APPROVED: Zoning RADON _ C.C.F _ Building -L, NOTARY BOND TOTAL DUE }y Electrical Mechanical Plumbing Structural Engineer ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB. UNIT FEE. ITEM SWITCH OUTLETS UNIT 1 FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGFIT OUTLETS CENTRAL HEATING 01%MASHER RECEPTACLES A/C (WIND). 01SPOSAI SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOUR DRAIN SERVICE REPAIR/MlM CHAD REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUNO TANKS LAMY TRAY. WATER HEATER U.F. PRESSURE VESSELS-• - CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER $- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS NEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL Pl�3POSE SWIMMING POOL OUTLETS CIAL WATER SERVICE SIGN TUBES )EWER CONNECTIONS SIGN TRANSFORMERS ITILITY- -SEWER SIGN TIME CLOCK ITILITY -WATER FIXTURES SEPTIC TANK ANTENNA :ELAY TELEVISION OUTLETS RAINFIELD, 4' T1LE/RES. VIOLATION UMP 3 ABANDON SEPTIC TANK REINSPECTION OAKAGE PIT CU. FT. ATCH BASIN ISCHARGE WELL OMESTIC WELL REA DRAIN OOF INLET OLAR WATER HEATER IRE STANDPIPE ]OL PIPING SWN SPRINKLER SYSTEM iS RANGE -TER SET (GAS) %.S PIPING • i The SlAnshine State— EN DECKER GODFREY 1035 HE 99 STREET "IAMI,SHORES, ?L.33138 08 -01-65 F 07- 29-1994 F: G316- 509 -65- 781 -0, 08 -01 -2000 ' CLASS: E '00 -00 Od00 SAFE DRIVER ORGAN i ;'', ;',:I',•',•.; �.:f .J�2i_. DONOR P & M ELECTRIC, INC. 1936'V-9, 148TH STREET NORTi1 pllAMl, FL. 33181 -1137 ►E MEMO 11400 7 290n, 1;06 300004 001 Bank of America ACH R/T 063100277 7290 13 4 13111 1348 'R M 1 A M MADE _ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Anderson Corporation 100 Fourth Ave. North Bayport, MN 55003 -1096 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 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 4' 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 : Laminated Veneered Lumber Mullion System APPROVAL DOCUMENT: Drawing No. MO1 -02, titled "Laminated Veneered Lumber Mullion System ", sheets 1 through 4, prepared, signed and sealed by Humayoun Farooq, dated 1/4/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large -a-ad Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. y 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. The submitted documentation was reviewed by Raul Rodriguez NOA No 02 -0123.01 ° Expiration Date: May 2, 22007 Approval -Date: May 2;:ZM Page I MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request - , - iv, .. n • • -. M. - - Address � .,pp_-.,_.�. :; • Phone # For • , Approved Correction ■ R- ■ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Time n � Type Insp'n Permit No. e Name Correction ❑ Re- Insp'n Fee ❑ I' MULTIPLE MODULES LAMINATED VENEERED LUMBER (LVL) MULLION SYSTEM DOOR FRAME MEMBERS INCLUDED IN PROPERTIES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND' CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PATIO DOORS. DESIGN LOAD RATING FOR THIS MULLION TO BE AS PER CHART SHOWN;' SEE SEPARATE NOA FOR DOOR ANCHORS AND DESIGN LOADS. i APPROVAL APPLIES TO MULLION AND JAMB COMBINATIONS AS FOLLOWS FRENCH WOOD OUTSWING DOOR HIDED JAMB ?0 RECEIVER JAMB HINGED `JAMB TO STATIONARY JAMB HINGE JAMB M HINGE JAMB RECOVER JAMB-TO STATIONARY JAMB RECOVER JAMB TO RECOVER JAMB :STATIONARY JAMB TO STATIONARY JAMB FRENCH -WOOD HINGED DOOR HINGED JAMB TO RECEIVER JAMB HINGED JAMB TO STATIONARY JAMB HINGE JAMB TO HINGE JAMB RECEIVER JAMB TO STATIONARY JAMB RECEIVER JAMB TO RECEIVER JAMB STATIONARY JAMB TO STATIONARY JAMB FRENCH WOOD GLIDING DOOR OPERATING JAMB TO OPERATING JAMB OPERATING JAMB TO STATIONARY JAMB. STATIONARY JAMB TO STATIONARY JAMB ' StDOM JAMB TO SIDELM JAMB SIDEUTE JAMB TO OPERATING JAMB SIDELITE JAMB TO STATIONARY JAMB THESE PRODUCTS ARE DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS •• PER ASCE 7 USING CORRESPONDING LOADS. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR' LOADING CONDITIONS NOT COVERED IN THIS SUBMITTAL TO BE EN3INEERED SEPARATELY. AVG. WIDTH = W1 + 22 2 TYPICAL MULLION- ARRANGEMENT AVG. WIDTH INCHES MULLION SPAN INCHES MULLION CAPACITY - PSF NO. OF SILL FASTENERS EXT. ( +) INT. ( -) TYPE 'A' & 'C' TYPE 'B' 24" 30' 36' 42' 48' _ 60' 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 24' 30' 36" 42' 48' 66' 62.0 77.0 3 3 62.0 77.0 3 3 82.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 24' 30" 36" 42' 48' 72 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 24" 30' 36' 42' 48" 78" 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 62.0 77.0 3 3 24' 30' 42' 48' _ 62.0 77.0 3 3 62.0 77.0 3 3 62.0 -- - 77.0 -- - 3 3 62.0 77.0 3 4 60.5 75.2 3 4 24' 30" . 36' 42' 48` 90' 62.0 7710 3 3 62.0 77:0 3 3 62.0 77 +0 3 3 60.2 74:7 3 4 55.0 68.4 3 4 24' 30` 36' 42' 48" 96' 62.0 77.0 3 3 62.0 77:0 3 3 62.0 77:0 3 4 53.9 66.9 3 4 48.2 1 59.9 3 4 INSTRUCTIONS: FAROC DR. HUMAYOL'N. USE MULLION LOAD ON LOAD CHART AS FOLLOWS. STRUCTURES FLA. P_° 1655.7 STEP 1 DETERMINE DESIGN LOAD RCOUIRED FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOLI MENTS. FOR WINDOWS , WINDOW ANCHORS, VERT. MULLION AND MULLION ANCHORS. APR 9 2002 STEP 3 USING MULLION LOAD CHART DETERMINE MULLION CAPACITY WHICH MUST EXCEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. V Z N o m a to � N O O W CL W Z��- CL L=k .00 o Z U) W Z F m ° 0 0- Z v;1 ,.. o J ca Lj = 0 °0 f a Do O Approved as complying with the Florida Budding Code c y v Date d NO Alf - f 23.0 ! m O Mlnmt Dade rodu Co c Divtsloa BY o o� h � 8 � drawing no. MO 1 -02 sheet 1 of 4. 5.275 ` T- ..626- _ 4.210 MULL10N 29353 LAMINATED VENEERED LUMBER 1.454 ?i .080 .980 ^ _ .750 �_ 1.514 r' 1A MUWON COVER ' ..29351 ALUMINUM • o 1. 16 750 2.655 4.193 OUTSWING DOOR JAMB ,(OPERATINC=fSTAT10NARY) 57019 WOOD 1.564 1.349 j .085 .062 1.197 .567 2087 ® OU ANG JAMB COVER (OPEWNG /STATIONARY) 57031 FIBERGLASS #10 X 2-1/2- SCREWS `- FRENCH WOOD OUTSWING DOOR HINGED JAMB TO RECEIVER JAMB HINGED JAMB TO STATIONARY JAMB HINGE JAMB. TO HINGE JAMB RECEIVER. JAMS TO STATIONARY JAMB RECEIVER JAMB TO RECEIVER JAMB STATIONARY JAMB TO STATIONARY JAMB )R 1 1. . ► � qua' • -�::1► 7:1� ►•:i FIBERGLASS o #10 X 2 -1/2' SCREWS FRENCH WOOD HINGED DOOR HINGED JAMB TO RECEIVER JAMB HINGED JAMB TO STATIONARY JAMB HINGE JAMB TO HINGE JAMB RECEIVER JAMB TO STATIONARY JAMB RECEIVER JAMB TO RECEIVER JAMB STATIONARY JAMB TO STATIONARY JAMB r. ANN .866 © GLIDING DOOR SIDELITE WOOD STRUCTURES FLA. PE f 16557 APB " R 9 200"L Approved = Complying with the Florida Buidin Code te Da Kdy Zi C" NO AS b /='— •o Miami Dade Pm d Co Division By t 7 q � o N h it drawing no. M01 -02 O o I m 0 3 z LLI o O° N3 E. N i � N g O � a a� 1.303 J N .1 W1TI crZ >M•o Q4 I O�yac^ N .2c w �N,J-� I Zto-- C� r O' q � o N h it drawing no. M01 -02 O IN g- Fs o I V d Z M g o °u. UaLO 1.303 J N .1 U) .2c r r O' a Z Y q � o N h it drawing no. M01 -02 O#10 X 2-1/2' SCREWS — .- evW-AR LICArt ICUI OPERATING JAMB To OPERATING JAMB OPERATING JAMB TO STATIONARY JAMB O110 X 2-1/2- SCREWS AT 5" FROM HEAD/SILL AND 16' O.C. MAX Ile V SIDEUTE JAMB TO OPERATING JAMB A #10 X 2-1/2* SCREWS AT 5' FROM HEAD/SILL AND 16' O.C. MAX STATIONARY JAMB TO STATIONARY JAMB J10 X 2-1/2- SCREWS AAT 5- FROM HEAD/SILL —AND *16' O.C. MAX SIDEUTE JAMB TO STATIONARY JAMB FRENCH WOOD GLIDING DOOR UA #10 X 2-1/2- SCREWS AT 5' PROM HEAD/SILL AND 16" O.C. MAX. 5 TnT 11, OPERATING JAMB TO STATIONARY JAMB O110 X 2-1/2- SCREWS AT 5" FROM HEAD/SILL AND 16' O.C. MAX Ile V SIDEUTE JAMB TO OPERATING JAMB A #10 X 2-1/2* SCREWS AT 5' FROM HEAD/SILL AND 16' O.C. MAX STATIONARY JAMB TO STATIONARY JAMB J10 X 2-1/2- SCREWS AAT 5- FROM HEAD/SILL —AND *16' O.C. MAX SIDEUTE JAMB TO STATIONARY JAMB FRENCH WOOD GLIDING DOOR SIDEUTE JAMB TO SIDEUTE JAMB FLA S7RU=RES . PE # 16557 OR 0 8 2002 A Approved ns complying with the t1te rrids Buiding Cade Zoo?, IIA!L 3k-- 140A# Mind Da& 7 C mvwm Z 2 Z E3 00 3 M Ln 0 0 UV) Q az ca M 0 6 V z 0 CIE 0 OM 3 (L Z 0 O 12 0 to E5 L) in M :E z RE 0 drawing no. M01 -02 UA #10 X 2-1/2- SCREWS AT 5- FROM HEAD/SILL AND O.C. MAX 6 1 'D ,6 TnT 11, SIDEUTE JAMB TO SIDEUTE JAMB FLA S7RU=RES . PE # 16557 OR 0 8 2002 A Approved ns complying with the t1te rrids Buiding Cade Zoo?, IIA!L 3k-- 140A# Mind Da& 7 C mvwm Z 2 Z E3 00 3 M Ln 0 0 UV) Q az ca M 0 6 V z 0 CIE 0 OM 3 (L Z 0 O 12 0 to E5 L) in M :E z RE 0 drawing no. M01 -02 a - DOOR JAMB FRENCH WOOD GLIDING DOOR FRENCH WOOD OUTSWING DOOR FRENCH -WOOD HINGED DOOR .078 THK STEEL. PLATE pQ t s � �- �8 X 1" SCREWS ' - - ' I \ 6 PER PLATE ; h Ili -\ i 4 I I I I I 1 L ADDI.. ANCHOR REQO. FOR INSTALLATIONS INTO WOOD ONLY SEE CHART ON SHT 1 TYPICAL ANCHORS (4) AT HEAD MULLION' MUWON / I TYPICAL ANCHORS AT SLL SEE CHART ON SHEET 1 FOR OUNMES 68PER1- SCREWS MULLION CONNECTION - 1 .300 3.500 0 v 52568 STEEP. SILL BRACKET 52567 O O .750 STEEL 4.704 750 3.600 1 0 0 0 .� -*e I r .300 1.650 J � � o �_ J o S2 Im Z O° 13 F N n PA o M O a a� V W �Z• - O o�Qe(a. t aOL CO o N W Nan � in z 0 co cn o 3 O0.1 D"ZO 0 Lj Q � vQ °v V O Y O z4 Y TYPICAL ANCHORS: 3/16" 0 TAPCONS (BY ELCO) OR c ANCHOR ® EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 0 . 1-1/4 - MIN. EMBED INTO CONC. OR MASONRY 3/16" 0 TAPCONS (BY ELCO) OR ANCHOR:°) INTO 28Y WOOD BUCKS OR WOOD STRUCTURE © ©rJ 1-1/2- MIN. PENETRATION INTO WOOD c c © i X12 SMS Approved as coral iy.a„ w.., _. m o © ©� ANCHOR © INTO METAL STRUCTURES ;` Baidi�gC odedL ` c STEEL OR ALUMINUM 1/8' MIN. THICKNESS NOAH a of t ��•� -' -a Miami Dade Prod Coat q •. Engr. DR. HUUA70UN FAN= Dimon STRUCTURES By r FL PE o Au MR P 0 S drawing no. M01 -02 sheet 4 of 4 MIAMI -DADE COUNTY, FLORIDA MI METRO -DADE FLAGLER BUILDING I A =C* PRODUCT CONTROL NOTICE OF ACCEPTANCE Andersen Corporation 100 Fourth Avenue North Bayport ,IMN 55003 -1096 BUILDING CODE COMPLIANCE OFFICE MM- O -DADC FL:kGI.CR BUILDING 140 WEST FLAGLCR STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1:63 (305) 375 -2901 FAX (305) 375 -2903 CO,YriL%CTOR LICENSING SECTIO.N (305) 375.2537 FAX (305) 375 Z==3 COYrIUCTOR FANFORC:BaAMENT DIVISION (305) 375 -2966 FAX (305) 373-2905 PRODUCT COMM01. DIVISION (305) 375 -2902 FAX (305) 373 -633-13 Your application for Notice of Acceptance (NOA) of: ;Series `Frcnchwood Hinged AP%PA% Outswing Wood French Doors - Impact Resistant =&dr Chapter S 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.: 00- 1011.04 �_F,"MN_S, 10 /003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW CONI1tI77F.E 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. .4PP110VED: 0513 1/2001 Francisco J. Quintana, R.A. Director Miatni -Dade County Building Code Compliance Office %Os0ootlpc20 %0 Wnpfauns notice aaWmm carver pagmdot �_........ --:i hot ildinncndeonline-cam dft Homenavec httn : /Iww«_huildinacndennline_com Andersen Corporation. ACCEPTANCE No.: 00- 1011.04 APPROVED MAY 3 1 2001 EXPIRES : October 05, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance, No. 00- 0605.01, which was issued on January 05, 2000. It approves a wood outswing door, 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 "Frenchwood Hinged AP /PA" Outswing Wood French Door — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No DADE- FWO -AP- Impact, Sheets 1 through 4 of 4, titled "Unit Assembly — Impact FWO AP 2 Panel ", prepared by manufacturer, dated 05105100 with revision B dated 01/17/01, bearing the Miami -Dade County Product Control approval and renewal stamps 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 of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The wood swing doors 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 not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the Manufacturers 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. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to property evaluate the installation of this system. MduO Perez, P.E. Product Con of amincr ProdutZontrol Division 2 Andersen Corporation. ACCEPTANCE No.: 00- 1011.04 APPROVED MAY 3 1 2001 EXPIRES October 05, 2003 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 maybe 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. & 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. END OF THIS ACCEPTANCE —D, Manuel er P. E., Product Con ramincr Product ntrol Division MIAMI- DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Andersen Corporation 100 Fourth Avenue North Bayport ,MN 55003 -1096 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 NEST FLAGLER STREET'. SUITE 1603 NIIA;NU. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTW%C'1'OR ENFORCE.IELN'r DIVISION (305) 375 -2966 FAx (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 Fr1x (3u5) 372 -633y Your application for Notice of Acceptance (NOA) of: Single Outswing and Fixed Fiberglass Clad Wood French Door - Impact Reistant 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.: 00- 1011.01 EXPIRES: 05119/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE S 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 Nliami -Dade County. Florida under the conditions set forth above. APPROVED: 01/18/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I Ipc2000%kemplatestnodce acceptance cover page.dot Internet mail address: postmasterc.�t buildingeodeonlitte.com 0. Homepage: http : /hvww.buildingcodeonline.com Andersen Corporation ACCEPTANCE No.: 00- 1011.01 APPROVED JAN 1 8 200 r EXPIRES May 19, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 1019.01, which was issued on May 19, 2000. It approves a fiberglass clad outswing wood door, 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 2.1 The Single Outswing and Fixed Fiberglass Clad Wood French Door —Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. DADE -FWO- Impact, titled "Unit Assembly — Impact FWO Single" dated 08 -06 -99 and revised on 4 -20 -2000, prepared by manufacturer, 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 of single door or single sidelite only, as shown in approved drawings. 4. INSTALLATION 4.1 The outswing wood door or fixed lite 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 not 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. Manuo Perez, P.E., Product C Examiner Produ ontroi Division 2 Andersen Corporation ACCEPTANCE No.: 00- 1011.01 APPROVED JAN 1 8 2001 EXPIRES May 19, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer 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 th' last page 3. IJ Manue erez, P.E., Product C Examiner Produ ntrol Division END OF THIS ACCEPTANCE 3 6 ,.M -4AM1-DADE MIAMI -DADE COUNTY, FLORIDA ® METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 110 WEST FLAGLER STREET', SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 C01"TRAC'r0R LICENSING SFCI'ION (305) 375 -2527 FAX (305) 375 -2558 C0NTI2ACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 FAx (305) 372 -6339 S_e—rjdTW4ojL Aluminum Fixed Window - Non - Impact & _I�act Resistant 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 requiremer}ts of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0102.01 EXPIRES: 09/13/2006 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: 09/13/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 114450001 1pc200011temp1ateslnodce acceptance cover page -dot Internet mail address: postmaster @buildingcodeonline.com. 0 Homepage: hitp : /hvww.buildingeodeonline.com PGT Industries ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 1 3 2001 EXPIRES: 'SEP 13 2uu "5 i NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed 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 PW -701 Aluminum Fixed Window — Non - Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4231, Sheets 1 through 8 of 8, titled "PW -701 Aluminum Fixed Window," dated 8/13/01, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 Non - Impact Resistant windows, for Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in Sheet 8 of 8 of approved drawings. 3.3 Impact Resistant windows, see Design Pressure Rating in Sheet I of 8 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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. Manuel Yerez, P.E. Product Control miner Product onWI Division ►A PGT Industries ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 13 2001 EXPIRES: SEP 13 2006 i 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 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 times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, and this last page 3. END OF THIS ACCEPT NCE Manuel erez, P. E., Product Contr x finer ProducLCor6ol Division 3 V M I A M I•DADE M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 NIIAtMI -DADE COUNTY, FLORIDA ML"TRO -DADS FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2001 rAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use or construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (80RA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami .Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "C -700 utswing- Aluirninum Casement Window - Impact Resistant^ APPROVAL DOCUMENT: Drawing No. 339, titled "Alum inum,Casement Window ", sheets I through 5, prepared, signed and scaled by Robert L. CIark, P.E., dated 3/22/02, 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: irpe and Small Missile Impact,` LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1108.07 and, consists of this page 1 `as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0327.04 Expiration Date: January 28, 2007 Approval Date: May 23, 2002 Page 1 I MIAMh0811 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 110 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 I -AX (305) 375 -2908 CONTRACTOR LICENSING SEC -riON (305) 375 -2527 FAX (305) 37S -2558 CONTRACTOR ENFORCEitENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CO.N'TROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of �Hcavy Wall. Aluminum Tube Clipped Mullion 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- 0323.02 EXPIRES: 9&28/t006- 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: 06/28/2001 140450001 \pc200011temp1atesinodce accepmnce cover pagedot 97010t 4-" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster @buildingcodeonline.com Homepage: hitp://www.buildi.ngeodeoLn.line.com PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 28 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, 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 1"x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "I" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, 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 clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, lx2.75x.375 (3/4 anchors) mullion, lx2.75x.650 (3/4 anchors) mullion or lx4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 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. 6.1.4 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. ManuX Perez, P.E. Product C !r[t"o Examiner Prodt1,Cmtrol Division 2 PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 2 8 2001. EXPIRES JUN 28 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 purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration'date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT NCE Manuel er P.E., Product Con xaminer Produc ntrol Division 3 APPLY BOLTS TO 35.625 MAX. PASSIVE PANEL ONLY f---- �� —. 1 A ---I 10000' I- 10.000 33.750 MAX. PAN I EL W TH -1 A 71.250 MAX. UNIT WIDTH a.odo' MAx. 33.000' O.C. MAX B 82.113 MAX. UNIT HEIGHT 17.000' O.C. MAX. TYP BOTH SIDES 8.000' MAX. 7.00W MAX. FWO -60611 MAX. 1 FVO -5461 t +60/ -64 Flop -50611 +60/ -64 FWO -41611 +60/-55 - -FWO -6068 = +60/ -64 _ rvYO -SAW +60/ -54 %'W!DES. 5068 +60/ -64 FW4168 +�/ -64 IT OP TINGS fPSF) ' FWO AP 2 PANEL 3. FRAME CONSTRUCTION: FRAME JAISBS AM HERO CONSISTED OF PONDEROSA PINE WITH PULTIMM EXTERIOR CLADDING: THE SILL CONSISTED OF AN ALUMINUM AND PVC ASSEMBLY. WOOD CORNERS WERE COPED. BUTTED AND FASTENED WITH FOUR 110 X 2 -1 /r LONG SCREWS PER HEAD JAMB CORNER AND FOUR 11fl X 2 -112' LONG SCREWS PER SILL JAMB COMM AND WERE SEALED WITH SIUCONE. THE EXTERIOa PULTRUDED CLADDING CORNERS WERE MITER CUT AT Andersen Corporation Em / BGWW4. ukwwsoto 35003 4. PANEL, CONSTRUCTION THE PANEL, RAMS CONSISTED OF PONDEROSA PINE WITH THE STILES BEING AW LVL COMPOSITE AND CONTAINED BLIND MORTISE -AND- TENON. DOWELED AND GLUED CORNER CONSTRUCTION. THE AN CONSISTED PI THE r.tst -as wR ••eneco .s . sc-.nc e. rac�nc. rn.owco. row *.t n�n'm asroms a- cs+o.stsam rat .ctv -.ct or oa�w ns °:��Gna -+ ..o rw ,� .�rrunw a+cx 1 LE/RAIL JOINT (ONE PER HINGE SIDE JOINT). A PULTRUDEO DRIP CAP WAS USED ON THE BOTTOM OF EACH PABEL. 10 X 5' INTO THE TOP BOTTOM 17; O f o�c..tMS Ucs w.w r.t .aoaacs, CMt.CM A.WM CO-a am eopma" ..mm" eo -o..�w .«a .0 moos - tsc.•co A PULTRUDED ASTRAGAL WAS SECURED TO THE EXTERIOR OF THE ACTIVE PANEL MEETING STILE WITH SILICONE AND SCREWS. JAI 5/5/70 I raja• op"ING?ANKR REVISION I 1/17/01 OAOE— F/O —AP— IMPACT S. WEATHERSTRIPPING; SHT. a 4 ONE ROW OF SANTOPRENE BULB AT THE PERIMETER OF THE PANEL / \ f / \ I / / \ I / 0- I \\ 4.5 37' \\ ACTIVE PANEL T PASSIVE PANEL / \ 36 \ / f � I t \ 33.750 MAX. PAN I EL W TH -1 A 71.250 MAX. UNIT WIDTH a.odo' MAx. 33.000' O.C. MAX B 82.113 MAX. UNIT HEIGHT 17.000' O.C. MAX. TYP BOTH SIDES 8.000' MAX. 7.00W MAX. FWO -60611 +60/ -54 FVO -5461 t +60/ -64 Flop -50611 +60/ -64 FWO -41611 +60/-55 - -FWO -6068 = +60/ -64 _ rvYO -SAW +60/ -54 %'W!DES. 5068 +60/ -64 FW4168 +�/ -64 IT OP TINGS fPSF) APPLY BOLTS TO 33.750 MAX. PANEL WIDTH —.I -!— A s 71.250 MAX. UNIT WIDTH 38 UNIT FWO -6080 1 +60/ -55 FWO -5480 +601-55 FWO -5080 +60/ -55 -NO -4180 +60/-55 UNIT OES. OP RATINGS (>'SF) N07ES` VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR APPROVED A+SCOMPLYING wilAt IHF_ L INSTALLATION METHODS: WOOD BUCK: THE SILL IS SET IN BACKBECOING. THE HEAD IS SECURED IN THE ROUGH OPENING USING 110 X Y SCREWS. THE JAMBS ARE SECURED USING 110 x 3' SC EYAS. FOUR 1t0 x 3" SCREWS ARE FASTENED THROUGH SOUTH UILD! u' CODE � _ THE LOCK KEEPERS AND ARE LOCATED ONE PER TOP AND BOTTOM KEEPER. AND TWO PER MIDSPAN KEEPER. TE MASSONARY: BY 2. GLAZING SPECIFICATIONS HEAT STRENGTHENED. THE UNITS UTLIZE 3 /a' THICK - LAMINAITED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 513r HEAT- STRENGTHENEO SHEETS WITH A .090 PVB GRAY OR CLEAR INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA PiTROMPUA CE ANNEN -ED: THE UNITS UTILIZE 17/37' (M2)NOMINAL THICK LAMINATED GLASS FABRICATED AND COMPOSED OF Two NOMp4AL 7/37' ANNEALED SHEETS WITH A .040" PVB ,;TRAY OR CLEAR INNER LAYER MANUFACTURED B OUPONT OR SOLUTIA, BUILD BUILDING CODE CO�_6__(_4 vim OF V ACrr GLAiING METHOO THE PASS IS SET FROM THE INTERIOR AGAINST A ONE OR Two COMPONENT BED OF SILICONE. A TWO COMPONENT SILICONE BACxrILL WAS APPLIED r0 THE INTERIOR TITLE UNIT, ASSEMBLY — IMPACT PERIMETER. WITH WOOD STOPS UTILIZED ON THE INTERIOR ' FWO AP 2 PANEL 3. FRAME CONSTRUCTION: FRAME JAISBS AM HERO CONSISTED OF PONDEROSA PINE WITH PULTIMM EXTERIOR CLADDING: THE SILL CONSISTED OF AN ALUMINUM AND PVC ASSEMBLY. WOOD CORNERS WERE COPED. BUTTED AND FASTENED WITH FOUR 110 X 2 -1 /r LONG SCREWS PER HEAD JAMB CORNER AND FOUR 11fl X 2 -112' LONG SCREWS PER SILL JAMB COMM AND WERE SEALED WITH SIUCONE. THE EXTERIOa PULTRUDED CLADDING CORNERS WERE MITER CUT AT Andersen Corporation Em THE HEAD. ASSEMBLED WITH CORNER KEY AND Two 16 X 0.625 SCREWS. SEN.ED WITH SILICONIE AND COPED AT THE SILL. BGWW4. ukwwsoto 35003 4. PANEL, CONSTRUCTION THE PANEL, RAMS CONSISTED OF PONDEROSA PINE WITH THE STILES BEING AW LVL COMPOSITE AND CONTAINED BLIND MORTISE -AND- TENON. DOWELED AND GLUED CORNER CONSTRUCTION. THE AN CONSISTED PI THE r.tst -as wR ••eneco .s . sc-.nc e. rac�nc. rn.owco. row *.t n�n'm asroms a- cs+o.stsam rat .ctv -.ct or oa�w ns °:��Gna -+ ..o rw ,� .�rrunw a+cx 1 LE/RAIL JOINT (ONE PER HINGE SIDE JOINT). A PULTRUDEO DRIP CAP WAS USED ON THE BOTTOM OF EACH PABEL. 10 X 5' INTO THE TOP BOTTOM 17; O f o�c..tMS Ucs w.w r.t .aoaacs, CMt.CM A.WM CO-a am eopma" ..mm" eo -o..�w .«a .0 moos - tsc.•co A PULTRUDED ASTRAGAL WAS SECURED TO THE EXTERIOR OF THE ACTIVE PANEL MEETING STILE WITH SILICONE AND SCREWS. JAI 5/5/70 I raja• op"ING?ANKR REVISION I 1/17/01 OAOE— F/O —AP— IMPACT S. WEATHERSTRIPPING; SHT. a 4 ONE ROW OF SANTOPRENE BULB AT THE PERIMETER OF THE PANEL r FiaO -6080 foo -5480 77 250 63 250 95 438 9S 438 C1w0 -5080 59 250 95.438 rwo -4180 48000 95 438 FWO -60611 rm -54611 71.250 63.250 82.313 82.313 Fw0 -50611 59.250 82.313 7WO -41611 ( 48.000 82.313 F; -6068 Tt250 79.438 FWp -5468 63.250 79.438 GYfO -5068 59.250 79.438 rw0 -4168 48.000 79.438 UNIT DES. WIDTH HEIGHT UNIT OIMENSIONS 180 33.750 94,0691 F1q -2980 29.750 94.17G3 1 FWO -2780 1 27.750 94.0611 FWO -2160 22.125 1 94.069 FWO -3180 3 }.750 80 944 FWO -7990 29.750 80.944 FWO -2780 27.750 80.944 •1r0 -271!0 22.125 80.944 FWO -3180 33.750 78.069 FWO -2980 29.750 78.069 BIRCH 32 78.069 MAE27.750 22.125 1 78.069 Pte- DES WIDTH HEIGNT PANEL DIMENSIONS BARREL BOLT. FLUSHMOUNT DETAIL -A- SCALE: NONE }g RECEIVER BASKET, SILL PA /HERO AP 57079 STEEL 0.998 9 794 }7 RECEIVER BASKET. SILL AP /HERO PA 57078 STEEL 0.996 t 736 3('21 I 8.794 I 2.322 1.269 76 ASTRAGAL- ACTIVE 57004 1 FTBERGLASS FRP 35 ASTRAGAL, PASSIVE 57014 I'MERCLASS rRr- 74 DOWEL FLUTED 5000' 5Z190 BIRCH 5.000 6.500 - - 4.625 0.870 0438 0.438 - - 1.600 0.875 33 DOWEL FLUTED 6.500' 52190 BIRCH 32 LOCK MECHANISUM. (PASSIVE) 1 52451 STEEL 31 LOCK MECHANISUM. (ACTIVE) 52104 STEEL 30 BARREL BOLT. FLUSHMOUNT 57086 STEEL L9 STOP. GLAZING STILE 51196 3ONDEROSA PINE 28 STOP. GLAZING RAIL 51195 10EROS4 PINE 0.870 0.875 27 SCREW. /10 x 3.000" Px00170 STEEL 1000 0148 26 SPACER. 1.000' CLASS 700r,5 VINYL, o375 O 188 Z5 PANEL, STOP HEAD PA 57081 'ONOEROSA PiNE 0.679 1 500 57080 'oNOEROSA PiNE ?.679 1500 24 PAN L. STOP SIDE 57041 IONTIEROSA PiNE 0.677 1 500 23 SEALANF MOS0012/42 SILLCOttE - - 22 WAFERBAR. TOP RAIL 57046 POLYPROPYLENE 0.480 0450 +T NAIL, 1.500 x 18 CA. 20043 1 STEEL C:L.V. 1 500 049 20 ' SEALA41 I mos- 0012/33 SILICONE I - 19 FiLLER. RAIL TOP 4-57011 57012 FIBERGLASS 1.644 1 1_572 1 FILLER. RAIL BOTTOM FIBERGLASS 1 .644 1.952 17 FILLER. LOCK STILE 1 57010 FIBERGLASS 1.118 i 0.688 16 FILLER. HINGE STILE 57009 FIBERGLASS 1 118 1.609 15 w /S. CASKET 52172 1 SANTOPRENE - - 14 RAIL TOP 52171 PONDEROSA PYNCI 4.438 1.719 13 RAIL BOTTOM 52173 OOMEROSA PINEI 8.594 1.719 12 STILE- HINGE 57022 NOEROSA PIN 4 113 1.719 It STILE. LOCK 57023 PONDEROSA PiNE 4.113 1.719 10 GLASS. LAMINATED 04170 1 - - - g FUwGE. HERO I 16073 VINYL 2.166 1 0.394 8 FLANGE. SIDE 16073 I v1T4YL 2.166 0.394 7 SEALANT MOSO034/33/3 SILICONE - - 6 HINGE ASSEMBLY 57049/50- ZINC STEEL - - 5 SILL ASSEMBLY 57027 VINYL /ALU 1.147 5.265 4 JAMB. SIDE 57019 ROSA PINE 1.23+ 4202 3 COVER, JAMB SIDE 57031 FIBERGLASS 1.210 2.911 2 JAMB. HERO 57018 HOEPOSA PiNE 1.23+ 1 4.202 1 COVER. JAMB HEAD 57030 F113ERGLASS 1.210 2.911 ITEM NO. DESCRIPTION PART MATERIAL HEIGHT WIDTH DRAWING REFERANCE LIST LOCATED ON UR CORNERS H PANEL ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS FWO -6080 7 7 I 7 FWO -5480 7 7 i 7 FWO -5080 7 7 7 FWO -4180 7 7 7 Fw0 -60611 7 5 5 FWO -54611 7 5 1 5 FWO -50611 7 5 ! 5 FWO -41811 7 5 5 FWO- 6068 7 5 ! 5 FWO -5468 7 5 I 5 FWO -5068 1 7 5 I 5 FWO -4168 7 5 5 UNIT DES. 1 THROUGH HEAD JAMB i OF SCREWS i THR UGH RIGHT JAMB LEFT JAMB BEAD SILICONE I ATTACHMENT OF SiLL TO ROUGH OPENING BEAD SILICONE ATTACHMENT Of HEAD TO SiDE JAMBS BEAD SILICONE AFTACHMEtIT Of SILL TO SiDE JAMDS 4 $CREwS- /8 x 1 /2' ATTACHMENr Of Sill LOCK TO 5111. :r SUIT JAMOS J $CREWS- 16 X 5/8 ATTACHMENT Of CORNER lOCXS (0 11EA0 k SiUE JAMUi 12 -16 SCREWS. 18 X 5/8 ATTACHMENT OF HINGE SUPPORT PLATE TO FRANC 12 -16 SCXwS. 110 X 1/2 ATTACHMENT of HINGES TO FRAME 2 SCREWS- 110 X I- ATTACHMENT OF LATCH RECEIVER TO FRAME (HEAD) g SCREWS ISO X Z -1/2 ATTACHMENT OF HERO JAMB TO SIDE JAMB 8 SCREWS 110 X 2 -112 ATTACHMENT OF $ILL ro SIDE JAMB SNAP SNAP FIT ArTACHMENr OF SiDE JAMR COVER TO 510E JAMB SuAP SNAP FiT ATTACHMENT OF HrAn JAMB COVER TTi HrA(1 •kwl OTY. DESCRIPTION LOCATION Utt DESCRIPTION LOCATION FASTENERS LIST BEAD 20 SILICONE STAPLE. 314 5TAINL.ESS STEEL ATTACHMENT OF FILLER TO STILE ATTACHMENT OF FiLLER TO STILE 3 SCREW. 6 -20 X 1 LPN FL SSi ATTACHMENT OF TOP RAIL FILLER 3 SW. 6 -20 X t (PN FL SS) CRE ATTACHMENT Of BOTTOM RAIL FiLLER BEAD ADHESIVE ATTACHMENT OF TOP RAIL TO STILES BEAD ADHESIVE I ATTACHMENT Of BOTTOM RAiL TO STILES 8 -t0 NAIL 7-1/2 ArTACHMEw OF INSOiE CLASS STOPS TO PANEL 4 NAIL.. I -1/2 ATTACHMENT Of INSIDE HEAD do SILL CLASS MO TO PANEL 13 -14 SCREWS. #8 x Z' ATTACHMENT OF LOCK MECHANISM TO PANEL 6 -8 SCREWS Ila x t -1/2 ATTACHMENT OF HINGES TO PANEL 2 SCREWS 110 x 5 ATTACHMENT OF RAILS TO STILES 2 DOWEL FLUTED 6.500' ATTACHMENT OF BOTTOM RAiL TO STILES 2 DOWEL FLUTED 5.000 ATTACHMENT Of TOP RAiL TO STILES OTY. DESCRIPTION LOCATION PANEL FASTENERS LIST - ACTIVE PANEL 12 SCREW. 18 x 1 -1/2 STEEL ATTACHMENT OF BARREL BOLTS TO PANEL 2 SCREW. 7 -13 x 7/8' ATTACHMENT OF BRACKET TO STILE 2 SCREW. 10 -12 X 2-1/2- ATTACHMENT OF PASSIVE ASTRAGAL TO STILE 6 SCREW. 10 -12 X 3 -1/2' ATTACHMENT OF PASSIVE ASTRAGAL TO STILE BEAD SILICONE ATTACHMENT OF PASSIVE ASTRAGAL TO STILE BEAD SILICONE ATTACHMENT OF FILLER TO STILE 20 STAPLE. 3/4 STAINLESS STEEL ATTACHMENT nF FILLER TO STILE 3 SCREW. 6 -20 x i (PN FL 55) ATTACHMENT OF TOP RAIL FILLER 3 SCREW, 6-20 X 1 (PN FL SS) ATTACHMENT OF BOTTOM RAIL FiLLER BEAD ADHEIVE S ATTACHMENT OF TOP RAIL TO STILES BEAD ADHESIVE ATTACHMENT OF 80TTOM RAIL TO STILES 8 -10 tail. 1 -1/2 ATTACHMENT OF iNSDIE GLASS STOPS TO PANEL. 4 14AIL 1 -1/2 ATTACHMENT OF INSIDE HEAD Y SILL GLASS STOPS TO PANEL 13 -14 SCREWS. 18 X 2 ATTACHMENT OF LOC3c MECHANISM TO PANEL 6 -8 SCREWS 110 X 1-1/2 ATTACHMENT OF HINGES TO PANEL 2 SCREWS 110 X 5 ATTACHMENT OF RAILS TO STILES 2 DOWEL FLUTED 6.500 ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL FLUTED 5.000" ATTACHMENt OF TOP RAIL TO STILES OTY DESCRIPTION LOCATION PANEL FASTENERS LIST - PASSIVE PANEL APPROVED AS COMPLY114G WTH THE na= PRODUIC t �TIROL DIVISION U SUP..DiNG CODE COMPLIANCE OFFICE ACCEnANCE `•;O G0 -011.O y TIRE UNIT, ASSEMBLY - IMPACT FWO AP 2 PANEL ,Andersen Corporation BOypo". mkwlewa 550113 011N1.67 Aft 441000M AS A stwaa 7► -oca"m f91Aat "m ra 4 T or ITS T:usmmmL rfMa moommulT r- ---cr a, MUM. rl mcalo-t. am-Wt." -m /a 11c -CTW 1 4fTmAmm w wams O O m[tit Owl tmn 1AC! vtm M I -CMq=- 0$=W" &"*'on CtlWmAO -. B 1 / 17/01 commGw sgMlCw cs04Mww NM -1► aan WWWA0 Al 5/5100 j N-- wAwc CRAWNG MD4BER REVISION 1/17/01 DAOE- FWO -AP- IMPACT sw. 2 of 4 141N. E1+8EDMENT 1.430" (7 OIAMETERS) (2)PL. 1/4- MAX. SHIA4 SPACE x 6' SPF /- 12 W000 8= INTERIOR pRERIOR 24.875 MAX. OAYLIGHT OPENING 26.000 mAX. GLASS OINENSION SECTION B -B 71.250 MAX. UNIT 1YI07H FWG -6080 26.000 24.875 71.250 M -5480 22.000 20.875 63.250 FWO- 5080 200000 18.875 59.250 FWO-4180 1 4.375 13.250 48.000 FWO -6g6t 1 28.000 24.875 71.250 FWO -54611 22.000 20.875 53.250 FWO -50611 20.000 18.875 59.250 FWO -41611 14.375 13.250 a8 000 FWO -6068 26.000 24.875 71.250 FWO -5468 22.000 20.875 63.250 F%5 -5068 20.000 18 875 59.250 FWO -4168 14.375 13250 48.000 UNIT DES. (BASS 01MENSION OAYUGHT OPENING UNIT 01uENSION MOTH 33.750 %U. PA11£L WIDTH re-r-17-1-77-011 A 5/5j00 REVISIDN WIN E- +9EOUENt 1 430" (T DIAMETERS) i MAX. SWU C.PACE 2' x 6' SPV 92 YMO BUOY APPRCVEO AS COMPLYING `MTH THE v'UTII >:1.4R 3L;LCINGCOOE c•-� MMAA`� 3Y pRO NTROL OMSION M==G CODE COLMANCE OFFICE • -- COTANrr. mn 1c - 16 11. o'{ RECIVER HOOKBOLT (35.316) B 82.313" MAX. UNIT HEIGHT 1.496 RECIVER HOOK80LT (32.677) RECIVER HOOK80LT (6.373) 36.125 MAX. UNIT WIDTH 10.000" --{ 10.000' MAX. r —F—� A ` MAX. 8.000" MAX. 33.000 O.C. MAX i FWO- 31611A +62/-77 PSF FWO- 29611A +62/ -77 PSF FWO- 27611A +62/ -77 PSF FWO- 31.6BA +521-77 PSF FWO -2968A +62 —77 PSF FWO -2768A +62/ -77 PSF UNIT DP RATINGS FWO- 21611S_ +62/ -77 PSF FWO -31685 +62/- 77_PSF FWO -2968S +62/ -77 PSF FWO -2768S +62/-77 PSF FWO -21685 +62/ -77 PSF UNIT DP RATINGS \ i i\ i� \i i. 1 4.537' � j \ FW03180 / } ACTIVE 4.53T FW03161 1 / ACTIVE / / I 36.666' / I / I/ 36.666' /// i i 8.000" MAX. 33.000 O.C. MAX i FWO- 31611A +62/-77 PSF FWO- 29611A +62/ -77 PSF FWO- 27611A +62/ -77 PSF FWO- 31.6BA +521-77 PSF FWO -2968A +62 —77 PSF FWO -2768A +62/ -77 PSF UNIT DP RATINGS 17.000' O.C. MAX. TYP BOTH SIDES I 8.000 MAX. 7.000 MAX. i 95 MAX. HE FWO -31805 +62/ -77 PSF FWO -29805 +62/-77 PSF FWO -2780S +62/ -77 PSF FWO -2180S +62/ -77 PSF FWD -3161 IS +62/ -77 PSF FWO- 296115 +62/ -77 PSF FWO- 276115 +62/ -77 PSF FWO- 21611S_ +62/ -77 PSF FWO -31685 +62/- 77_PSF FWO -2968S +62/ -77 PSF FWO -2768S +62/-77 PSF FWO -21685 +62/ -77 PSF UNIT DP RATINGS O.C. MAX. TYP LOTH SIDES 6.000 MAX. I - - - - -� VIEWED FROM - - - - -� VIEWED FROM NOTES: C C EXTERIOR C C EXTERIOR 1. INSTALLATION METHODS: WOOD BUCK: THE SILL IS SET IN SILICONE BACKBEDDING. THE HEAD IS SECURED IN THE ROUGH OPENING USING 2 X10 X 3' SCREWS. SPACED t0' FROM EACH JAMB. THE LOCK KEEPER SCREWS ARE LOCATED ONE PER TOP AND BOTTOM KEEPER. AND TWO PER MIDSPA14 KEEPER. MASONRY: TAPCON SPACING IS THE SAME AS WOOD SCREWS SPACING. 2. GLAZING SPECIFICATIONS: HEAT STRENGTHENED: THE UNITS ARE GLAZED WITH .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) GRAY OR CLEAR LAMINATED CLASS. COMPOSED OF ONE 5/32" THICK HEAT- STRENGTHENED CLASS SHEET WITH A .090 PVB INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA. AND ONE 5/32- THICK HEAT- STRENGTHENED GLASS SHEET. ANNEALED: THE UNITS ARE GLAZED WITH 17/32" (.532) NOMINAL GRAY OR CLEAR LAMINATED CLASS COMPOSED ONE 713Y THICK ANNEALED INNER SHEET KITH A .090 PVS INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA AND ONE 7/32' THICK ANNEALED OUTER SHEET. GLAZING METHOD: CLASS IS SET FROM THE INTERIOR AGAINST THE SILICONE BEDDING AND THEN THE GLASS IS BACKGLAZED WITH SILICONE. WOOD STOPS ARE USED ON THE INTERIOR. SECURED WITH 1.250' FINISHING NAILS SPACED 6' ON CENTER. 3. FRAME CONSTRUCTION: CORNERS ARE COPED. BUTTED. GLUED AND THEN FASTENED USING FOUR #10 X 2.500 LONG SCREWS PER HEAD JAMB CORNER AND FOUR #10 X 2.500" LONG SCREWS PER SILL JAMS CORNER. j 4. PANEL CONSTRUCTION: THE WOOD PAI4ELS CONTAIN BLIND MORTISE AND TENON. DOWEL. SCREWED AND GLUED CORNER CONSTRUCTION. METAL PA14EL -FRAME ATTACHMENT CLIPS ARE LOCATED 10' FROM CORNERS & IT O.C. MAX. (STATIONARY UNITS ONLY). S. WEATHERSTRIPPING: ONE ROW OF SANTOPRENE BULB AT THE PERIMETER OF THE PANEL. 6. GLASS BITE: A 0.565 GLAZING SITE WAS UTILIZED ON ALL UNITS. 95.436' MAX. UNIT HEIGHT L-----J -- � A C C VIEWED FROM EXTERIOR 8.000" MAX. 27.000' O.C. MAX. 6.000' 8.000" .,AV MAX. FWO -3180A +62/-71 P5f FWO -2980A +62/ -71 PSf FWO -2780A +62/ -71 PSF UNIT DP RATINGS I i\ i� 1 4.537' FW03180 / } ACTIVE / / I 36.666' / I / I i L-----J -- � A C C VIEWED FROM EXTERIOR 8.000" MAX. 27.000' O.C. MAX. 6.000' 8.000" .,AV MAX. FWO -3180A +62/-71 P5f FWO -2980A +62/ -71 PSf FWO -2780A +62/ -71 PSF UNIT DP RATINGS APPROVED AS COMPLYING WITH THE SOUTH F 0RIDA BUILDING CODE DATE s= BY PROD T CONTROL DIVISIO BUILDI CODE COMPLIANC OFFICE ACCEPTANCE NO. �� nnE UNIT, ASSEMBLY — IMPACT FWO SINGLE Andersen Corporation Bayport. Min"Soto 55003 C 9 28/00 iuuwir:cs iris wln- iwE iwi:-iliui, ciici:«.cn- •.ai %u+ cuaw�clu". 1814/20/00 covrRlG-n AN""U" caavow W" 1928- ALL Nlo-TS "SC MI(O. A 3/6/99 APPR* -A C DRAWING NUMBER REJISION 4/20/00 DADE —FWO— IMPACT SHT. 1 of 4 Q Q VIEW C -C 20 -24 SCREW. #8- 181 Ikl lti FWO- 2980 30.500 ATTACHMENT OF TOP RAIL TO STILES FWO -2780 NE SILICONE ATTACHMENT OF BOTTOM RAIL TO STILES tlYO -2180 lti �4 . v 4 ATTACHMENT OF INSDIF CLASS STOPS TO PANEL FSILICONE NAIL, 1.500" ATTACHMENT OF INSIDE HEAD do SILL GLASS STOPS TO PANEL FWO -29611 SCREWS, 8 X 2.000 ATTACHMENT OF LOCK MECHANISM TO PANEL hJ h.l ly SCREWS 10 X 1.500 ATTACHMENT OF HINGES TO PANEL FWO -21611 SCREWS 10 X 5.000 ATTACHMENT OF RAILS TO STILES VIEW C -C 20 -24 SCREW. #8- 181 ATTACHM NT Of CLIP TO PANEL STATIONARY ONLY FWO- 2980 30.500 ATTACHMENT OF TOP RAIL TO STILES FWO -2780 NE SILICONE ATTACHMENT OF BOTTOM RAIL TO STILES tlYO -2180 NAIL 1 ATTACHMENT OF INSDIF CLASS STOPS TO PANEL FSILICONE NAIL, 1.500" ATTACHMENT OF INSIDE HEAD do SILL GLASS STOPS TO PANEL FWO -29611 SCREWS, 8 X 2.000 ATTACHMENT OF LOCK MECHANISM TO PANEL FWO -27611 SCREWS 10 X 1.500 ATTACHMENT OF HINGES TO PANEL FWO -21611 SCREWS 10 X 5.000 ATTACHMENT OF RAILS TO STILES 2 DOWEL, FLUTED 6.500" ATTACHMENT O1 BOTTOM RAIL TO STILES 2 DOWEL, FLUTED 5.000 ATTACHMENT OF TOP RAIL TO STILES OTY. DESCRIPTION LOCATION PANEL FASTENERS LIST ENT FWO -3180 34.500 94.069 FWO- 2980 30.500 94.069 FWO -2780 28.500 94.069 tlYO -2180 22.875 94.069 f1N0 -3161 t 34.500 80.944 FWO -29611 30.500 80.944 FWO -27611 28.500 80.944 FWO -21611 22.875 80.944 FWO -3168 34.500 78.069 FWO -2968 30.500 78.069 FWO -2768 28.500 78.069 FWO -2168 22.875 78.069 PANEL DES. WIDTH HEIGHT PANEL DIMENSIONS FWO -3180 36.125 95.438 FWO -2980 32.125 95.438 FWO -2780 30.125 95.438 FWO -2180 24.500 95.438 FWO -31611 36.125 82.313 FW0-29611 32.125 82.313 FWO -27611 30.125 1 82.313 FWO -21611 9 13 FWO -3168 5 38 FWO -2968 2 38 FWO -2768 FWO -2768 38 W24.50O" FWO -2168 9 38 UNIT DES. OF TTHROUGHWS HINGE JAMB GHT UNIT DIMENSIONS FWO -3180 2 7 11 FWO -2980 2 7 11 " FWO -2780 2 7 FWO -31611 2 5 9 FWO -29611 2 5 9 FWO -27611 2 5 9 FWO -3168 2 5 9 FWO -2958 2 5 9 FWO -2768 2 5 9 UNIT DES. OF SCREWS THROUGH HEAD JAMB OF TTHROUGHWS HINGE JAMB OF TTHR UGHWS LOCK JAMB ACTIvE uNI1S FWO -3180 2 7 FWO -2980 2 7 FWO -2780 2 7 FWO -31611 2 5 FWO -29611 2 5 FWO -27&11 2 5 fW0 -3168 2 5 FWO -2968 2 5 FWO -2768 2 5 UNIT DES. B OF SCREWS THROUGH HEAD JAMB B OF SCREWS THROUGH LH & RH JAMB STATIONARY UNITS 43 1/4 DIAMETER TAPCON - STEEL - - SCREW, X10 -24 UNC X .500 PH FL S5, SNO 3622198 STEEL - - 42 SCREW, # 10 -24 UNC X .500 PM Fl, SS, lT 3622197 STEEL - - SCREW, 110 -24 UNC X .500 PH FL, SS, WHT 3622196 STEEL - - 41 3 POINT LOCKING MECHANISM 52104 STEEL - - 40 PLATE, HINGE SUPPORT 5702& STEEL 3.217 3.900 39 CLIP, ATTACHMENT - IMPACT 57075 STEEL GALV. - - 38 SCREW, #8 -18 X 1 3620910 STEEL - - 37 STAPLE, 1 2 X 3/4" 16GA 4220220 STEEL - - 36 FILLER, STATIONARY PANEL 57056 PVC 1.366 0.387 35 PANEL SILL STOP 57005 NDAROSA PINE 0.670 0.670 34 SEALANT MOS0034 35/36 SILICONE - - 33 SCREW, #8 X .500 3269050 STEEL - - 32 SCREW, 10 X 2.500 3621230 STEEL - - 31 RIGHT, SILL LOCK 57014 POI ROPLENE 1.301 1.557 30 LEFT. SILL LOCK 57013 POLYPROPLENE 1.301 1.557 29 STOP, GLAZING STILE 51196 NOAROSA PINE 0.870 0.875 28 STOP, GLAZING RAIL 51195 NDAROSA PINE 0.870 0.875 27 SCREW, #10 X 3.000 PKDO170 STEEL - - 26 SPACER, 1.000 GLASS 20065 PVC 0.375 0.188 25 PANEL, STOP HEAD 57025 NDAROSA PINE 0.679 1.500 P4 PANEL, STOP SIDE 57041 NOAROSA PINE 0.679 1.500. 23 SEALANT DOW CORNING) MOS0012 42 SILICONE - - 22 WATERBAR, TOP RAIL 57046 POLYPROPYLENE 0.480 0.450 21 NAIL, 1.500" X 18 CA. 20093 STEEL GALV. 1.500 .049 Y0 SEALANT (DOW CORNING MDS0012 33 SILICONE - - t9 FILLER, RAIL TOP 57012 FIBERGLASS 1.644 18 FILLER, RAIL BOTTOM 57011 FIBERGLASS 1.644 17 FILLER, LOCK STILE 57010 FIBERGLASS 1.118 ' M1.609 16 FILLER, HINGE STILE 57009 FIBERGLASS 1.118 15 W /S, GASKET 52172 SANTOPRENE - 14 RAIL, TOP 52171 NOAROSA PINE 4.438 t3 RAIL. BOTTOM 52173 NOAROSA PINE 8.594 1.719 12 STILE, HINGE 57022 NDAROSA PINE 4.113 1.719 II STILE. LOCK 57023 NOAROSA PINE 4.113 1.719 10 LAMINATED GLASS 04170 - - - 9 FLANGE, HEAD 16073 VINYL 2.166 0.394 8 FLANGE, SIDE 16073 VINYL 2.166 0.394 7 SEALANT MOSO034 35 36 SILICONE - 6 HINGE ASSEMBLY 57049 50 ZINC STEEL - 5 SILL ASSEMBLY 57027 VINYL ALU 1.147 5.265 q JAMB, SIDE 57019 NDEROSA PINE 1.234 4.202 3 COVER, JAMB SIDE 57031 FIBERGLASS 1.210 2.911 2 JAMB, HEAD 57018 ONDEROSA PINE 1.234 4.202 1 COVER, JAMB HEAD 57030 FIBERGLASS 1.210 2.911 ITEM DESCRIPTION PART MATERIAL HEIGHT WIDTH No. DRAWING REFERANCE LIST ALL PARTS MANUFACTURED TO ANDERSEN SPECIF1CA11UN AS NOTED BY ABOVE PART NUMBERS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DATE Q _ " 200/ BY PROD T NTROL DIVISI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00- /0/1- O1 TITLE UNIT, ASSEMBLY - IMPACT FWO SINGLE Andersen Corporation 500 DRAWINGS /AC /DLO AS A smcr4 BT " EIINN COWOWIION "M "d 11 Of CUSL04LRS. i1NK NLSrO 8'ul Pf fOR Al"'cu ACT S' OESIOM. ILL SILO sr Na (LIES C 9/28/00 O1M�Sg. OoRACW Nos WON THE � /�.I Imp �/ou CIOUIRA l� 1814/20/001 COPIR16Nf ""RUN CORVoRA11ON 1"& ALL RIONIS RESEW40. A 8/6/99 APPROVE/WC DRAWING MUM REVISION 4/20/00 DARE -FWO- IMPACT sHr. 2 of 4 2" x 6" SPF 12 WOOD BUCK MIN. EL48EDMENT 1.430" (7 DIAMETERS) 1/4" MAX. SHIM SPACE I/B MIN. SILICONE DEAD FULL LENGTH OF SILL 2' X 6- SPF 12 WOOD BUCK 1.250 95.1 MAX. HEI 1 /8- 2" X 6" SPF #2 WOOD BUCK MIN. EMBEDMENT 1.430" (7 DIAMETERS) 1/4- MAX. SHIM SPACE 80.562" MAX. GLASS DIM. 12 V400D BULK D -D LITS 50 u .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) .090' PVB 5/32' HEAT 5/32' HEAT STRENGTHENED STRENGTHENED .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) , 20 090" PVB .563- 7/32- ANNEALED GLASS SITE 7/32- ANNEALED 1 /V 410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) 56.r , HEAT - STRENGTHENED LAMINATED CLASS CONSTRUCTION. GLASS BITE i � 26 i z6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 23 � q ' DA BY 410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) PRODtZONTROLDIVISION HEAT - STRENGTHENED LAMINATED GLASS CONSTRUCTION. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 10 -- / 01 b D 1 C 9/28/00 8 1 4/20/00 A 8/6/99 REVISION FWO- 3180 80.562 80.562" MAX. 95.437 FWO -2980 80.562 79.500 95.437 CLASS DIM. 80.562 79.500 95.437 21 80.562 79.500 (67.437 FOR FWO -31611 7 66.375 82.313 FWO -29611 67.437 611 HEIGHT) 82.313 FWO -27611 57.437 66.375 82.313 FWO -21611 67.437 66.375 82.313 FWO -3168 64.562 SECTION A -A 79.437 FWO -2968 64.562 79.500' MAX. EXTERIOR INTERIOR 95.438" 64.562 DAYLIGHT 79.437 FWO -2168 ACTIVE UNITS MAX. UNIT 79.437 OPENING GUS-Sl DIMENSION DAYLIGHT I OPENING 10 HEIGHT 7 (66.375 FOR (82.313 FOR 611 HEIGHT) 21 611 HEIGHT) Zo , 94.069" / 28 MAX. PANEL 26 HEIGHT (80.944 FOR 23 611 HEIGHT) I/B MIN. SILICONE DEAD FULL LENGTH OF SILL 2' X 6- SPF 12 WOOD BUCK 1.250 95.1 MAX. HEI 1 /8- 2" X 6" SPF #2 WOOD BUCK MIN. EMBEDMENT 1.430" (7 DIAMETERS) 1/4- MAX. SHIM SPACE 80.562" MAX. GLASS DIM. 12 V400D BULK D -D LITS 50 u .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) .090' PVB 5/32' HEAT 5/32' HEAT STRENGTHENED STRENGTHENED .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) , 20 090" PVB .563- 7/32- ANNEALED GLASS SITE 7/32- ANNEALED 1 /V 410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) 56.r , HEAT - STRENGTHENED LAMINATED CLASS CONSTRUCTION. GLASS BITE i � 26 i z6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 23 � q ' DA BY 410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) PRODtZONTROLDIVISION HEAT - STRENGTHENED LAMINATED GLASS CONSTRUCTION. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 10 -- / 01 b D 1 C 9/28/00 8 1 4/20/00 A 8/6/99 REVISION FWO- 3180 80.562 79.500 95.437 FWO -2980 80.562 79.500 95.437 FWO -2780 80.562 79.500 95.437 FWO -2180 80.562 79.500 95.437 FWO -31611 67.437 66.375 82.313 FWO -29611 67.437 66.375 82.313 FWO -27611 57.437 66.375 82.313 FWO -21611 67.437 66.375 82.313 FWO -3168 64.562 93.500 79.437 FWO -2968 64.562 63.500 79.437 FWO -2768 64.562 63.500 79.437 FWO -2168 64.562 63.500 79.437 UN17 DES. GUS-Sl DIMENSION DAYLIGHT I OPENING I UNIT I DIMENSION HEIGHT a 2" X Gr SPF g2 WOOD BUCK 1/4' MAX. SHIM SPACE MIN. EMBEDMENT 1.430 (7 DIAMETERS) 4 4 24 z7 24 SECTION E -E STATIONARY UNITS 29 39 39 -'- __- 38 29 12 38 21 21 10 INTERIOR 27 2 "X6'SPF #2 WOOD BUCK B 7 Lo 26 20 EXTERIOR 7 23 t5 8 t5 11 23 20 26 /6 17 24.875 MAX. DAYLIGHT OPENING 3 26.000 MAX. GLASS DIMENSION 3 34.500 MAX. PANEL WIDTH 36.125" MAX. UNIT WIDTH 2' X 6' SPF 1/4" MAX. #2 WOOD BUCK SHIM SPACE MIN. EMBEDMENT 1.430' (7 DIAMETERS) 4 4 24 27 24 SECTION B -B r t ACTIVE UNITS 29 r' -- - --- - --- - -- 29 12 tI 21 1 D 21 APPROVED AS COMPLYING WITH THE INTERIOR i i z7 SOUTH �.ORIDA BUILDING CODE t I DATE Q t BY � 2" X � SPF s� t #2 WOOD BUCK PROD OLDIVISIONO I BUILDING CODE COMPLIANCE OFFICE 8 7 t ACCEPTANCE N0. 26 20 EXTERIOR 7 23 15 t TILE 15 it 43 23 20 26 16 42 8 UNIT, ASSEMBLY - IMPACT 17 40 FWO SINGLE 6 3 3 Andersen Corporation Bayport. Mkuwsota 55003 24.871 MAX. DAYLIGHT OPENING t«cscp�fWpf I"cs �u �� is " a wr rf FO c" Cowto T or FOR tnt SPCCnIIG(lous. owwl AiwDltrww INC BH'i.�at 1IOM si+Ct:Cr so s+ai'asc C 9 28/00 DRAWINGS .us WITH tK 4RCMIUCT. 00CINM ANQ/OII C0I49RACt0a. 26.000 MAX. CLASS DIMENSION 8 4 20/00 ctlr.wtaNr AraCascN cGRt+aRArION tRRe. ALL wloNttc RiscwtrCO. 34.500' MAX. PANEL WIDTH A 8/6 99 APMOKAWC DRAWING NUMBER 36.125' MAX. UNIT WIDTH REVISION 4/20/00 DADE -FWO- IMPACT SHt. � � q FWO -3180 26.000 24.875 36.125 fW0 -2980 22.000 20.875 32.125 tlNO -2780 20.000 18.875 30.125 fW0 -2180 14.375 13.250 24.500 FWO -31611 26.000 24.875 36.125 fW0 -29611 22.000 20.875 32.125 FWO -27b1 t 20.000 18.875 30.125 FWO -21611 14.375 13.250 24.500 FWO -3168 26.000 24.875 36.125 fW0 -2968 22.000 20.875 32.125 FWO -2768 20.000 18.875 30.125 FWO -2168 14.375 13.250 24.500 UNIT GLASS DAYLIGHT DES. DIMENSION OPENING UNIT DIMENSION WIDTH 2" X Gr SPF g2 WOOD BUCK 1/4' MAX. SHIM SPACE MIN. EMBEDMENT 1.430 (7 DIAMETERS) 4 4 24 z7 24 SECTION E -E STATIONARY UNITS 29 39 39 -'- __- 38 29 12 38 21 21 10 INTERIOR 27 2 "X6'SPF #2 WOOD BUCK B 7 Lo 26 20 EXTERIOR 7 23 t5 8 t5 11 23 20 26 /6 17 24.875 MAX. DAYLIGHT OPENING 3 26.000 MAX. GLASS DIMENSION 3 34.500 MAX. PANEL WIDTH 36.125" MAX. UNIT WIDTH 2' X 6' SPF 1/4" MAX. #2 WOOD BUCK SHIM SPACE MIN. EMBEDMENT 1.430' (7 DIAMETERS) 4 4 24 27 24 SECTION B -B r t ACTIVE UNITS 29 r' -- - --- - --- - -- 29 12 tI 21 1 D 21 APPROVED AS COMPLYING WITH THE INTERIOR i i z7 SOUTH �.ORIDA BUILDING CODE t I DATE Q t BY � 2" X � SPF s� t #2 WOOD BUCK PROD OLDIVISIONO I BUILDING CODE COMPLIANCE OFFICE 8 7 t ACCEPTANCE N0. 26 20 EXTERIOR 7 23 15 t TILE 15 it 43 23 20 26 16 42 8 UNIT, ASSEMBLY - IMPACT 17 40 FWO SINGLE 6 3 3 Andersen Corporation Bayport. Mkuwsota 55003 24.871 MAX. DAYLIGHT OPENING t«cscp�fWpf I"cs �u �� is " a wr rf FO c" Cowto T or FOR tnt SPCCnIIG(lous. owwl AiwDltrww INC BH'i.�at 1IOM si+Ct:Cr so s+ai'asc C 9 28/00 DRAWINGS .us WITH tK 4RCMIUCT. 00CINM ANQ/OII C0I49RACt0a. 26.000 MAX. CLASS DIMENSION 8 4 20/00 ctlr.wtaNr AraCascN cGRt+aRArION tRRe. ALL wloNttc RiscwtrCO. 34.500' MAX. PANEL WIDTH A 8/6 99 APMOKAWC DRAWING NUMBER 36.125' MAX. UNIT WIDTH REVISION 4/20/00 DADE -FWO- IMPACT SHt. � � q FWO -3180 26.000 24.875 36.125 fW0 -2980 22.000 20.875 32.125 tlNO -2780 20.000 18.875 30.125 fW0 -2180 14.375 13.250 24.500 FWO -31611 26.000 24.875 36.125 fW0 -29611 22.000 20.875 32.125 FWO -27b1 t 20.000 18.875 30.125 FWO -21611 14.375 13.250 24.500 FWO -3168 26.000 24.875 36.125 fW0 -2968 22.000 20.875 32.125 FWO -2768 20.000 18.875 30.125 FWO -2168 14.375 13.250 24.500 UNIT GLASS DAYLIGHT r. HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CI RC L E 060" Moxim' um Area 19.:64 sq. ft. ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. LARGE MISSILE IMPACT WINDOWS -1.) GLAZING: 711'6" LAMINATED W/INTERLAYER DUPONT. BUCACITE PVB 2.) CONFIGURATIONS. 0 3.) DESIGN .PRESSURE RATING: +60.0 PSF & —60.0 PSF- (3176" HEAT STRENGTHENED /.090/3/16 "'HEAT STRENTHENED LAMI) +36.0 PSF & —36.0 PSF (3116" ANNEALED /.090/3/16" ANNEALED) 4 ANCHOR MAXIMIM SPACING. 12.000 , 5.) NO SHUTTERS REQUIRED / - L 6. ALL FRAME JOINTS TO BE SEAM WELDED Robert L. /lark, ) P.E. - 7.) REFERENCE TEST REPORT. • FTL -2797 PE #39712 Structural A H , , , B , , , , , , , V i , B , , , , , ` ARCH. -- 48 X 96" Maximum Area 30.28 sq. ft. w:;y INDUSTRIES 1070 TECHNOLOGY DR/VE NOKOMIS. FL 34275 Revisions: DETAIL C SEE SHT 7 APPROVED AS COMPLYING WITH THE SOUTH IDt 8 IL�jbfODE DA 3LLUu BY i/ll 1/tk PRODtSCONTROL DMSIOII(J BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOC I7 (_)_L 0 Orown Br• F.K. Dote'8/13 /01 • REDRAWN Deseriptiah: ELEVATIONS, 7116 LAMINATED GLASS rUe: ALUMINUM FIXED Sh. P.O. BOX 1529 eries /Mode NOKOMIS. FL 34274 PW -701 WINDOW Scale: Sheet: Drawing No. NTS 1 1 of 8 Rev: 4231 Ic QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALE CIRCLE. 96" x 48" TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60 x 60» Maximum Area 20.71 sq. ft. I 48" 40" i I EYEBR0 W 96' x 48" Maximum Area 30.24 sq. ft. RE ANGLE 48"- x - 96„ Maximum Area 32.00 sq.' ft. Drawn t3y: Date, Maximum Area 25.13 sq.. ft. Fx. Description: INDUSTRIES ELEVATIONS, rae: Revisions. 13/01 I REDRAWN APPROVED AS COMPLYING WITH THE SOU I IfODE DATE BY PRODL&IXONTROL DIVISIO BUILDING CODE COMPLIANCE OFFICE ArrFPTANCFNAt'A-nIL. R_ -b 1Z LAMINATED GLASS ALUMINUM FIXED WINDOW LARGE MISSILE IMPACT WINDOWS CONT Robert Laark,PE. _ 11170 rt-CNNO Series /1lodef: Scale. Sheet PE #39712 NOKOMIS, 275 NOKOMI - FL 134274 PW -701 N / S tot 8 Drawing Na. Rev: 4231 C HEXA CON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft.. FAN 120" x 55" Maximum -Area 35.20 sq. ft. FULL CIRCLE" 060" Maximum Area 19. 64 sq. ft. NON- IMPACT WINDOWS 1.) GLAZING: 3116" TEMPERED 2.) CONFIGURATIONS. O 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. • 8 OF 8 .' ANCHOR MAXIMIM SPACING. 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE .TEST REPORTS. FTL -2763, 2780 & 2816 ELLIPTICAL 120" x 48" Maximum Area 31.46 • sq. ft. T INDUSTRIES I Robert L. Clark, P.E. PE II39? 2 1 1070 TECHNOLOGY DRN,E Structural I MAYAUrc n -.r F- - 8 n / 1 ARCH. 60" x 120" Maximum Area 47.32 sq. ft. Revisions. DETAIL C SEE SHT 7 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE 0 • Y0i1 / /JI• iSA— PROD CT NTROL.DMSION BUILD G CODE COMPLIANCE OF CE Arre=N,C= -wn- N —nI F.K. -- - 8/13/01 REDRAWN OcscripGon: . ELEVATIONS, 3 16 TEMPERED GLASS Trge: ALUMINUM. FIXED WINDOW Series /,Node!: Scale: Sheet: Growing No. Rev: NOKOL11S, a 1529 34274 P%i�— 701 N TS 3 a1 8 423 I C I I � I � I � I I ` I � I � I � I � • I � I � •I 1 I � I � . 1 I I I ---------------- - - - - -- - -- QUARTER CIRCLE 68 " x 68 " Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 . sq. ft. NON - IMPACT WINDOWS CONT. TRAPEZOID 60 „ x 120 " Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. � Xzx� f_ Z �/ Robert L. Crk, P.E PE #39712 t 30" I 11 I I I I ' i J ----- - - - - -- --------------------- - - - - -1 1 EYEBRO W 74" x 37" Maximum Area 17.83 sq., ft. ------------------ I I I i t I I I 1 I I I I I I I I. I I I I I I "Z3_.474'__ INDUSTRIES 1070 71 CHNoLOC?' ORN£ NOKOWS, FL 3427$ RECTANGLE 60 " .x 120 " Maximum Area 50.00 sq. ft. APPROVED AS COMPLYING VWM THE SOUTH l PD J BILL D>: BY • PTC ((� PROD ROL DIV ISION BUI COMPLUUVCE OF E ACCEPTANCE NO.b t - Revsd By. Dote; Revisions: rF.K. -- -8/13/0 1 REDRAWN il LEVATIONS 3 6 TEMPERED GLASS ALUMINUM FIXED . WINDOW P.O. BOX 1529 Series et" Scale: Sheet: Growing No. Rev: NOKOMIS. FL 34274 PW -701 NTS 4 a� 8 4231 C 3116" HEX HD. TAPCON OR 3116" FLAT. HD. TAPCON (C'SINK REQ'D) 2x WOOD 1 -1 /a° MIN. BUCK 1 rj 114" SHIM SPACE MAX. — 1 SHIM `.. SPACE . MAX. - -- -112 PAN HEAD = /,� - �--•603 GLASS BITE WOOD SCREW MAXIMUM W/D7H SEE SHEETS 1 THRU 4 SECTION B —B TYPICAL SECTION. & ALTERNATE INSTALLATION INTO CONCRETE /rs° TEMPERED AS OR NOTES. 1-MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES 3/16 TEMPERED GLASS ANCHORAGE METHODS ARE APPLICABLE TO ALL SHA THROUGH 4. OF 8. PES SHOWN ON SHEETS 1 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & FTL -2816 3116" HEX HD. TAPCON OR 3116" FLAT HD. TAPCON (C'SINK REQ'D) 4" SHIM MAX. •►1%iJ V�71 ru Ca vj-y I rvi Y/-1 SECTION A —A �� ride. TYPICAL SECTION Robe iw Clark, P.E. AL UMI NUl & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD PE #39712 Se Structural 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 f x WOOD BUCK APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE i BILL OF MATERIAL. MK. PAP, T ' # DESCRIPTION VENDOR .500 1 612242 FRAME HEAD, SILL & JAMB.- 6063 -T5 EL 2 6533402 U- CHANN GLAZING BEAD 6063 -T5 3 7834-- #8 x 314 PN. PH. SMS ENCER OR . _ .688 4 62899CI62501 C SILICON BACK BEDDING W /G. E. OR = 5 61412K CLOSED CELL FOAM TAPE FOR 3/16. GLASS TAPE SPECIALISTS CF- FL OR = .062 6 62BV 1510 CLOSED CELL FOAM TAPE FOR 7 .0 f 116 GLASS TAPE SPECIALISTS OF FL OR = 2 - ZO I - 7 6SM55W SEAM SEALER SCHNEE >VIOREHEAD OR .= GLAZING BEAD 8. 3116. TEMPERED GLASS TRIPLE DIAMOND GLASS 0 = R .9 SEE NOTE 7116 LAMI ( 187HS% 09% 187HS) TRIPLE DIAMOND GLASS OR = 10 7PWSW #6 x 7/8 FL. PH. • TEK SPENCER OR = 1 1 SEE NOTE 7116 - LAMI (. 187A/..09% 187A) TRIPLE DIAMOND GLASS OR = NOTE: ITEM 9 & 1 1 USES' DUPONT . BUTACITE PVB INTERLAYER .062 rz f �Rnn 1.500 O PW =707 FRAME EXTRUSION VISIBLE' LIGHT CALCULATION WINDOW WIDTH 'TIP •TO TIP" - 3.00" WINDOW HEIGHT "TIP TO TIP" - 3.00" �_ww WH L Revisions. Drown' F.K. Dof%111 /01 REDRAWN Description: VENDOR # AF 12242 AF- 533402 SM5504 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D �^ BY PROD CT NTROL DIVISION BUILDING CODE COMPLIANCE CE A/Y•CftTA LI -nI -t \\/ - 0 %1 INDUSTJUES EXTRUSION PROFILES & B. O. M. Tue: REFERENCE TEST REPORTS: FTL -2763, FTL- 2780, FTL -2797 & 2816 Robert L. Clark, pF.. ALUMINUM FIXED WINDOW PE #39712 1070 TECHNOLOGY DRNE' P.O. BOX 1529 Series /Wode1: Scole: I Sheet: Structur NOKOMIS, FL 34275. , NOKOMIS. FL 34274 PW -701 NTS 6,t 8 No. 4231 1 C --�-i .090INTERLAYER ' 3/16° ANNEALED I� -3116° ANNEALED I or 3116° HEAT :090 INTERLAYER STRFNGTHFAIFn _ 1, _ b .._ . _ TYPICAL GLAZING DETAIL 7116" LAMINATED GLASS or 11 .ASS REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 —� P-*- -3/16" TEMPERED TYPI CA I �l A 7/ n/ r n g-Td I I 3116" TEMPERED GLASS r,�Cal/rk,, ROhert E. PE #39712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 IIt1 11,1 1111 •I1,t III, ,11, 1111 1111 i 111 U I, ►l.lr ,111. Illl uu Il�il IIII u,l nn 1111 III I IIII IIII II II � II 1 IN DETAIL C TYP..90° CORNER CONNECTION APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILDING CODE oA BY PROD C NTROL DIVISION BUILDING CODE COMP O . ACCEPTANCE NO.0 l' O l U2 .L j nevsa try: uate. Revisions: Drawn. 8r• F. K. Date8l13/01 REDRAWN Description: GLAZING & CORNER DETAIL Title: ALUMINUM FIXED WINDOW Series/Moda Scale: Sheet: Drawing No. Rev: NOKOMIS, FL134274 PW --701' NTS 7of_ 8F 4231 C J11 6 TEMPERED ' GLASS NOTES: 1.) - Negative Design Loads based on Comparative Analysis Y and Glass Ta ble ASTM E 1300. 2.) Positive Design Loads based on Comparative Anal y sis and Water Test pressure. 3.) Numbers Ore for 112 screws or 3116" Tapcons. 4:) Anchor maximum spacing: 12" Negative Design Loads Window 122.90 Heights 19.125 26.000 1 135.00 39-.000 135.00 51.000 135.00 60.000 135.00 Positive Design: Loads Window 122.90 Heights 19.125 26.000 1 100.00 39.000 100.00 51.000 100.00 60.000 100.00 REFERENCE TEST REPORTS. FTL -2763, F71-2780, & 2816 Robert L. lark, P.E. PE #39712 111.000 120.000 . 122.90 Window Widths 66.10 53.00 4.000. 135.0 0 26.500 135.0 0 37.000 48.000 60.000 97.000 135.00 135.00 135.00 135.00 ' 135.0 0 135.0 0 135.00 135.00 135.00 135.00 .135.00 9.0.60 135.00 80.30 79.40 77.40 135.00 135.00 1 .135.00 90.60 58.00 58.00 REFERENCE TEST REPORTS. FTL -2763, F71-2780, & 2816 Robert L. lark, P.E. PE #39712 111.000 120.000 . 122.90 indow Widths 66.10 53.00 24.000 58.00 000 - 48.000 60.000 97.000 100.00.00 100.00 100.00 100, 00 100.00.00 100.00 100.00 79.40 100.00.00 90.60 80.3.0 77..40 100.00.00 90.60 58.00 58.00 REFERENCE TEST REPORTS. FTL -2763, F71-2780, & 2816 Robert L. lark, P.E. PE #39712 111.000 120.000 . 122.90 112.60 70.00 66.10 53.00 55.90 58.00 57.40 111.000 120.000 100.00 100.00 70.00 66.10 63.00 55.90 58.00 57.40 INDUSTRIES Structural I 1070 TECHNOLOGY DRNF NnJeflUIC n iwe'7r APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDDIN ODE DA _ BY PROD C NTROL DMSION BUILDI CODE COMPLIANCE 0 ACCEPTANCE NO,J l'O10 _ .OI Revisions. F.K. 8/13/01 REDRAWN Desuiption: TCOMPARATIVE ANALYSIS, NON - IMPACT ALUMINUM FIXED WINDOW P.O. BOX 152.9 Series /Afode /: Sco /e: Sheet: Drowing No. Rev: NOKOWS, FL 34274 PW -701 NTS 8 oI 8 4231 C 4 " (SEE NOTE 4) s 5 " MAX. 1 1 " MAX. ON CENTER i WINDOW HEIGHT 34.000 38.375 50.625 1 56.000 63.000 NEG POS NEG POS NEG POS MAX. 62. 50 f X \ l \ I' I A3 I i I'l 36.125 - 74" MAX. 4 " (SEE NOTE 4) 5 " MAX. �- 5 " MAX \ / An SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS ®r-3 11 " MAX. ON CENTER 5 " MA';. 3 z z 6� Robert L. Clark, P.E. PE k39712 L=ARGE MISSILE IMPACT WINDOWS i.) GLAZING OPTIONS: 5116" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W /BUTACITE INTERLAYER. A. 118" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 118" HEAT STRENGTHENED GLASS B. 118" ANNEALED GLASS, .090 INTERLAYER, 118" ANNEALED GLASS 2.) CONFIGURATIONS. XX 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTU E 1300 -98. 4.) ANCHORS: MAX. -5" r ROM EACH CORNER 110 SCREWS - 2 ANCHORS 4" APART, 4- FROM EACH MEETING RAIL 3116" TAPCONS - 1 ANCHOR, 4" FROM EACH MEETING RAIL MAX. SPACING AT HE40 & SILL: 11 " MAX. SPACING AT JAMBS. 11 " 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT. FTL -2246 COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1 /8HS,.090,1 /8HS) FTL -2246 ALL SIZES UP T0.74.000 Wi�E x 63.000 HIGH; f NEG -75.0 POSE ` 75.0 COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1/8A,.090.1/8A) FTL -2246 WINDOW WIDTH WINDOW HEIGHT 34.000 38.375 50.625 1 56.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS 48.000 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 53.125 -75.0 75.0 -75.0 75.0 -75.0 75.0 -69.0 69.0 -63.7 63.7 64.000 -75.0 75.0 -75.0 75.0 -57.2 57.2 -52.5 52.5 -45.3 45.3 66.000 -75.0 75.0 -75.0 75.0 -55.2 55.2 -50.0 50.0 -42.9 42.9 72.000 -75.0 75.0 1 -67.8 67.8 -49.9 49.9 - 44.4 44.4 -38.6 38.6 74.000 -75.0 75.0 1 -65.4 65.4 -48.6 48.6 -43.3 43.3 1 -37.6 1 37.6 uay� INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS, FL 34274 F.K. {3/8/02 MODIFY TABLE evsd 8y: Dote., I Revisions., F K. 11116101 1 ADD SHT & TABLES D.B. 12/ 13/98 PRODUCT REVISE b cmnphias with the FiorMs Raiding Code Acceptance No_j2-r III . '( Expiration Dntc?�tr ;0d1 Br i �uz Coat Division Description: ELEVATION "XX" CONFIG. Title. ALUMINUM CASEMENT IMPACT WINDOW Series /Model: Scale: Sheet. Drawing No. Rev. C- 700 1 NTS 1 '1 5 1 339 IF / COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1/8A,.090,1/8A) WINDOW HEIGHT WWDO 40.000 50.625 63.000 68.000 70.000 72.000 \ WIDTH NEG I POS NEG POS NEG I POS NEG POS NEG POS NEG POS' \ 24.000 -75.0 1 75.0 -75.0 75.0 -75.0 1 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 26.500 -75.0 75.0 -75.0 75.0 -65.9 65.9 -63.5 63.5 -62.6 62.6 -61.7 61.7 \ 28.000 -75.0 75.0 -69.7 69.7 -58.6 58.6 1 -56.3 56.3 -55.3 55.3 -54.2 54.2 \ 32.000 -75.0 75.0 -57.9 57.9 -46.4 46.4 1 -43.4 1 43.4 -42.2 42.2 -41.1 1 41.1 \ 11 " MAX. \ ON CENTER S5" MAX. 29.723 32" MAX. J/ � SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS 3 �z 6v Robert L. Clark, P.E. PE #39712 INDUSTRIES Revsd By Dote: I Revisions: F. K. 18102 1 MODIFY TABLE Revsd By: Dote: Revisions: F. K. 11116101 ADD SHT & TABLES D.B. 12/13/98 I Description: ELEVATION 'Y' CONFIG. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 2- d Z 27 .01 E :pfratioo Date va at zoo mi Dade ilmdutmoulml Sim Title: ' °eta OMS °F°.342 ALUMINUM CASEMENT IMPACT P.O. • BOX 1529 Series /Model: Scale: I Sheet: . I Dr9winq No. NOKOMIS, FL J4274 C -700 NTS 2 of 5 WINDOW 339 1 Rev: F - _ ( LARGE MISSILE IMPACT WINDOWS i 1.) GLAZING OPTIONS. 5116" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR 5' MAX. DUPONT PVB W/BUTACITE.INTERLAYEA. 7YP. `43 I A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" HEAT STRENGTHENED GLASS S. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS I 2.) CONFIGURATIONS: X / 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS ABLE ASTM E 1300 -98. i / B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -98. I / 4.) ANCHORS. MAX. 5" FROM EACH CORNER / MAX. SPACING AT HEAD & SILL: 1 I" / MAX. SPACING AT JAMBS. 72° MAX. / / 5.) SHUTTER REQUIREMENT. NO SHUTTERS REQUIRED / 6.) REFERENCE TEST REPORT. FT. -2246 / COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1 /8HS,.090.1 /8HS) / ALL SIZES UP TO 32.000 WIDE x 72.000 HIGH: I NEGI -75.0 POST 75.0 / COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1/8A,.090,1/8A) WINDOW HEIGHT WWDO 40.000 50.625 63.000 68.000 70.000 72.000 \ WIDTH NEG I POS NEG POS NEG I POS NEG POS NEG POS NEG POS' \ 24.000 -75.0 1 75.0 -75.0 75.0 -75.0 1 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 26.500 -75.0 75.0 -75.0 75.0 -65.9 65.9 -63.5 63.5 -62.6 62.6 -61.7 61.7 \ 28.000 -75.0 75.0 -69.7 69.7 -58.6 58.6 1 -56.3 56.3 -55.3 55.3 -54.2 54.2 \ 32.000 -75.0 75.0 -57.9 57.9 -46.4 46.4 1 -43.4 1 43.4 -42.2 42.2 -41.1 1 41.1 \ 11 " MAX. \ ON CENTER S5" MAX. 29.723 32" MAX. J/ � SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS 3 �z 6v Robert L. Clark, P.E. PE #39712 INDUSTRIES Revsd By Dote: I Revisions: F. K. 18102 1 MODIFY TABLE Revsd By: Dote: Revisions: F. K. 11116101 ADD SHT & TABLES D.B. 12/13/98 I Description: ELEVATION 'Y' CONFIG. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 2- d Z 27 .01 E :pfratioo Date va at zoo mi Dade ilmdutmoulml Sim Title: ' °eta OMS °F°.342 ALUMINUM CASEMENT IMPACT P.O. • BOX 1529 Series /Model: Scale: I Sheet: . I Dr9winq No. NOKOMIS, FL J4274 C -700 NTS 2 of 5 WINDOW 339 1 Rev: F ITEM PGT # DESCRIPTION QTY. LOCATION VENDOR VENDOR # 1 150228 FRAME HEAD, SILL, JAMB 4 4 ) NDAL GAS -44451 2 1 69999 FRAME MEETING RAIL I 1 0) JALUMAX GAH -44207 3 1544588 SASH HEAD SILL JAMB IMPACT 8 4 I INDAL GAS -44588 4 1781 PQA 8x 1 SCREW PAN HD. QUAD. 4 (16A main frome sash ossv. screws) FASTEC IND. 5 17CORNMLG ILG. MAIN FRM CORNER KEY 14 . (4) 1 PRECISION FAB. 6 17CORNMSM ISA4. MAIN FRM SASH CORNER KEY 112 8 1 PRECISION FAB. 7 ;40712 1 PLASTIC MAIN FRM. CORNER KEY 14 4 VINYL —TECH. PGT 8 16Q200K I W.STRIP .190 x .200 QLON 11 2 in vent too roil SCHLEGEL CORP. Q20Ox 190 9 160150K ' W.STRIP, .190 x .150 OLON 6 3) at vent bottom do side roils I SCHLEGEL CORP. Q 150x 190 10 16FRMBK I MAIN FRAME BULB WEATHERSTRIP 4 (4 ) 1 (in main frame PROTOTYPE PLASTICS FP -176 BLAC 1 1 i 49004 ISASH LOCK 2 2 I.h. fr. iamb 12 from ends VINYL —TECH. PGT 49004 12 17KELP ISASH LOCK KEEPER 12 2) vent mto rail 12" from ends TRUTH HARDWARE 208000 13 17CAOR L CASEMENT OPER. RT LEFT 12 1 ® lower right frome corner I TRUTH HARDWARE 23 -19 -23 -002 14 i 7TRAK OPERATOR GUIDE TRACK t Z 1) 1 oer ooerator TRUTH HARDWARE 30 175 15 17CEHG STANDARD HINGE 2 1 I 0 ri ht frame corners I TRUTH HARDWARE I 35. 10.00. 101 16 1710516PPA 10x5 116 SCREW PAN. HD. PHIL 112 (6 ) (ooerator/hinae trok screws) I MERCHANTS FASTENER 1 7 1 15116- .350 W /MONSANTO INTERLAYER 12 1 H.P.G. 18 1 15116- (.350) W DUPONT INTERLAYER 12 (1 ) 1 H.P.G. 19 16536168 1EXTRUDED GLAZING BEAD. 5116 18 4 ALUMAX 536168 20162899C I SILICONE I I DOW CORNING 899 21 15SM55W ISEAM SEALER I 1 1 SCHNEE— MOREHEAD ISM5504 22 16TP248 I VINYL BULB WEATHERSTRIP 18 (4) 1 __ 1 TEAM PLASTICS I TP -248 4 6 1 i 6 7 �\ t 1 � to S 3 TYPICAL MAIN C / FRAME CORNER TYPICAL SASH CORNER REFERENCE TEST REPORT: FTL -2246 NO QTY'S IN BRACKETS ARE FOR X CONFIGURATION 177 o , a 13 0 i 101 Robert L. Clark, P.E. PE #39712 Structural PRODUCT REVISED as compiying with the Fiaiida Raiding Code Aeetptance NfI0=-032 -1 1H Expiration Datcl4+tT 2.09 Y. Revsd Hy: Dote. Revisions: Miami Dade Product Co F K. 318102 NO CHG THIS SHE Division Revsd . Dote: Revisions: F. r. 11 /6101 CORR. SHT. N0. Drown BY Dote: INDUSTRIES D.B. 211 J 98 Description: PARTS LIST Title: 1070 O IF 27O M. J 5 ALUMINUM CASEMENT IMPACT WINDOW P.O. 80X 1529 Series /Model: Scaler Sheet: Drawing No. Rev: NOKOMIS, a 34274 C -700 NTS '3 of 5. 339 F 63" H& 2.000 .250 MAX. SHIM SPACE .250 —j MAX. SHIM SPACE SECTION A -A REFERENCE TEST REPORT. FTL -2246 WALL KNESS .050 30 7/8" MAX. DAYLIGHT OPENII TYP. O 1.837 74" MAX. WIDTH SECTION B -B 112" GLASS BITE GLASS GLASS —' � � 1 /8 " ANNEALED GLASS .090 INTERLAYER (SEE NOTE) 8" HEAT STRENGTHENED GLASS 118" HEAT STRENGTHENED GLASS NOTE. INTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W/BUTACITE GLAZING OPTIONS: 5116" (.350,) LAMINATED GLASS W Robert 1.. Clark, P.E. PE #39712 Structural F47-mY INDUSTRIES 1070 TECHNOLOGY ORIVE NOKOMIS FL 34275 P.O. • BOX 1529 NOKOMIS, FL 34274 7 2.000 __j 112" GLASS BITE 090 INTERLAYER (SEE NOTE) F. K. 1318102 1 NO CHG THIS SHT sd Sr. Date: I Revisions: F. K. 1 1110610 1 GLAZING DET. D.B. 12/ 13/98 1 /8 " ANNEALED GLASS PRODUCT REYLSED = compWag wUh the Floods BoidogCode pz_a1Z7.OK Acaptaoee No Expiration Date a Zd1 Dade Product C Dirisioo Description: SECTIONS & GLAZING DETAILS Title: ALUMINUM CASEMENT IMPACT WINDOW SerieslModei: Seale: Sheet: Drawing No. Rev. C -700 NTS 4 Of 5 339 F _, I # 10 PA i /,i L MAX. 2 x WOOD 1 114" BUCK MIN. o •. .Q - : ° 3/16" TAPCON .' NO C'SINK REQ. ° 1 . (NOTE 2) ° 1 x WOOD 1/4 BUCK MAX. TYP. HEAD, SILL JAMB TYP. HEAD, SILL JAMB P 2.000 1. 1,02 � .7? Gli JMAIN FRAME 6063 —T5 ALUM. 1= A (77R ?4 1.260 2� FRAME MEETING RAIL 6063 —T5 ALUM. NOTE.• I. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS INDUSTRIES SHEETS FOR ANCHOR SPACING &STARTING POINTS. Z7i f� 2. USE MIAMI -DADE COUNTY APPROVED TAPCONS. 1070 TECHNOLOGY OR/VE NOKOM /S, FL 34275 Robert L. Clark, P.E. PE #39712 P.O.. SOX 1529 Stnictural NOKOMIS, FL 34274 .401 1.575 0621 1 1.837 O SASH FRAME, IMPACT 6063 —T5 ALUM. I E625 1.096 �--- 1� GLAZING BEAD, 5116 6063 —T5 ALUM. PRODUCT REvusim as comg plying de with the FlonWa 8aidin Co Acceptance Na OZ-07%'L o'{ Expiration Date d v =7 Revsd By: Dote: Revisions: F.K. 318102 NO CHG THIS SHT. i D�Prmudra Revsd By +211 e: Revisions: Din F. K. /6/01 RMV ALT. ANCH. Drown Bye: 0. B. -319 8 Description: ANCHORAGE & EXTRUSION PROFILES rtle: ALUMINUM CASEMENT IMPACT WINDOW Series /Modal: Scale: Sheet: Orawiog No. Rev: C -700 NTS 5 of 5 339 F ANCHORS: TYPE. 08" Typ• "C" OR "D" MULLION BOTH ENDS / W 1 i--W2 W ANCHORS: �W GLAZING PRODUCT [n7 GLAZING PRODUCT BOTH ENDS W 1 i--W2 W ANCHORS: �W TYPE. "8", [n7 C" OR "D BOTH ENDS GLAZING PRODUCT M2 GLAZING GLAZING TYP. H MULLION GLAZING PRODUCT W = W l +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H H =H1 +H2 (1) WINDOW MULLED W10NE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W NO .' 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ��I ANCHORS. TYPE "B, C" OR b' BOTH ENDS GLAZING PRODUCT , [n7 M1 TYP. MULLION M2 GLAZING GLAZING PRODUCT PRODUCT W1--- - 1 --W2 W = WI +W2 H = H1 +H2 ANCHORS TYPE :4' 1 H2 ANCHORS: J TYPE B , 'C' OR D" BOTH ENDS H1 (2,Z WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES 0JU PAGE 5 & 6 M 1) RV OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W I+ W2 PULL LENGTH = H 1 s 2�� Robert L. CI P.E. P.E. #39712 I W W 1 —r- W2 --1 —W3 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H 1 - APPROVED AS COMPLYING WITH THE SOUTH FI,QgjgA FILLDING CODE 0 .JUM O 1 BY PR CT ONTROL DMSION BU ='G CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 1- 6,g z -T 2 TDrawn Sr. P.J.P. 1 "4128100 INDUSTRIES Desciption: - Z N L .4VY _WALL MULLION' ARRAIVGEMENT DETAIL 1070 TECHNOLOGY DRVE P.O. BOX 1529 Series/A(odel. I Scot,: Sheet - Drawing No. Rev: NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS 1 X 1 of 6 6621 [n7 LION M4 GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT W 1 —r- W2 --1 —W3 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H 1 - APPROVED AS COMPLYING WITH THE SOUTH FI,QgjgA FILLDING CODE 0 .JUM O 1 BY PR CT ONTROL DMSION BU ='G CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 1- 6,g z -T 2 TDrawn Sr. P.J.P. 1 "4128100 INDUSTRIES Desciption: - Z N L .4VY _WALL MULLION' ARRAIVGEMENT DETAIL 1070 TECHNOLOGY DRVE P.O. BOX 1529 Series/A(odel. I Scot,: Sheet - Drawing No. Rev: NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS 1 X 1 of 6 6621 P.G.T. lx ML MULLION CUP CUT FLANGES OFF OF MULL CLIP TO FORM A 'U'—CHANNEL AND INSTALL AS SHOWN FOR 1" MU P.G.T• lx MULLION' T MULL = j" MIN. — 2� (TYP) TYP P.G T. MULLION 1-2" OR -4'-1 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) 112 S.M.S. (199,0 ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /I I TYPICAL MULLION TO MULLION INSTALLATION TYPE 'A" �2" OR 4 "—{ P.G.T. lx MULLION WOOD BUCK REMOVED TO CONCRETE NOTE.• 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT QUANTITY ' OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. P.G.T. ]x MULLION Robert L. Cl k, P.E. P.E. #39712 (- ---2" OR 4 "—1 112 F.H. S.Y.S. STAGGERED ON MIN. ; OPPOSITE SIDES }Y000 ' (SO AS NOT TO :_ -------- - - - - -; INTERFERE WITH BUCK t EACH OTHER) 2-4 (TYp) +. © ;1 SEE NOTE1 Ty MIN. 1;t" TAPCON (2460 f —M" • _- ' ' MIN. 1} PENETR477ON INTO 1 MIN. ' ' r . • .:.• ; CONCRETE OR BLOCK ' STRUCTURE: ALL FASTENERS t . ` ' " MUST BE DADS COUNTY APPROVED. SEE NOTE /I TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" rT2" F t OR 4 "-1 112 F.H. S.M.S. 112 F.H. S.M.S. STAGGERED ON MIN. i AWN. ' i OPPOSITE SIDES { (SO AS NOT TO r ; F -------- - - - - -1 (SO AS NOT TO f r INTERFERE IM 2h (TYP) ® r; , SEE NOTE it , 1 t 1 (TYP) EACH OTHER) WOOD 2h (TYP) ® © _-; i MIN. 1i" TAPCON (2460 SEE N07E 11 i I BUCK r 1.� (J� _ � CONCRETE OR BLOCK f � 12 WOOD SCREW (199,0 STRUCTURE: ALL FASTENERS • a ' ` ', 1i f ` MIN. MIN. li PENETRATION INTO _• ;,� • .APPROVED. SEE NOTE it '• • : :- ; :. :: �' ' 1 MIN. WOOD BUCK ALL FASTENERS .. s ' •' •; . . MUST BE DADE COUNTY APPROVED. SEE NOTE JT1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B" NOTE.• 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT QUANTITY ' OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. P.G.T. ]x MULLION Robert L. Cl k, P.E. P.E. #39712 (- ---2" OR 4 "—1 112 F.H. S.Y.S. STAGGERED ON MIN. ; OPPOSITE SIDES }Y000 ' (SO AS NOT TO :_ -------- - - - - -; INTERFERE WITH BUCK t EACH OTHER) 2-4 (TYp) +. © ;1 SEE NOTE1 Ty MIN. 1;t" TAPCON (2460 f —M" • _- ' ' MIN. 1} PENETR477ON INTO 1 MIN. ' ' r . • .:.• ; CONCRETE OR BLOCK ' STRUCTURE: ALL FASTENERS t . ` ' " MUST BE DADS COUNTY APPROVED. SEE NOTE /I TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" rT2" OR 4 "-1 112 F.H. S.M.S. STAGGERED ON MIN. i OPPOSITE SIDES (SO AS NOT TO r F -------- - - - - -1 INTERFERE WITH EACH OTHER) WOOD 2h (TYP) ® r; , SEE NOTE it BUCK t 1 (TYP) -; ' j MIN. 1i" TAPCON (2460 MIN. 1i PENETRATION INTO CONCRETE OR BLOCK STRUCTURE: ALL FASTENERS • a ' ` ', • MUST BE DADE COUNTY �. • ; •• • +. • ' _• ;,� • .APPROVED. SEE NOTE it '• • : :- ; :. :: �' ' 1 MIN. ' •' •; . . TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D" APPROVED AS COMPLYING WITH THE SOUTH M�DA ftD� DE oA L BY PRO ' T C OL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO. D / -G 3 23 .o z or- c.ace: c.nica dr. uate: Revi one "a"r— / Drawn By: Date: P.J.P. 4128/00 INDUSTRIES Dom" puon- 7 HEAVY WALL MULLION & CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRNE P.O. BOX 1529 SerteslModel. Scale: I Sheet: Omwin9 No. Rev: NOKOUIS, FL 34275 NOKOMIS, FL 34274 MULLS lx 12of6l 6621 IMPORTANT.- QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR lx MULL MULL SIZE 'A' 1 x 2 x 1 1 x21 xi 1 1x21x:u 1 1 x 4 xi r--22'3-1 Il 31- N 8 MIN. FROM ENDS (TYP) MULL CLIP TWO TWO (2) ANCHOR LOCATIONS 1 - - EXTRUSION DwG # 1099 MIN. ENDS (NP) 'I 1 " MULL CLIP VTABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 T- 11 MAX. 4 MAX. MIN. FROM F- ENDS (NP) I 1 " MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 $ MIN. FROM ENDS (TYP) JT I-- 'A'- -i 1 " MULL CLIP W TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 NOTE- 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 5 TletJC ?iJC%�' 8 /vr„ v. F -A - --� 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 MIN. FROM ENDS (NP) 1- MULL CLIP VTABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 2 I 14 MAX. 3 MIN. -J �- 'A' --4 1 " MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 8 MIN. FROM ENDS (TYP) j MIN. FROM ENDS (TYP) 3� 8 'A' I" MULL CLIP WITABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION OWG /AgASMAS COMPLYING VM THE SOUTH Fi,Q[tiQA BUILDING CODE E .J�Jj� 8Y PRO T ONTROL aMS10N 6UILCING CODE COMPLIANCE OFFICE rcevs° Dr. Lomw uwa try Date: Revisions: ACCE PTANCE NO. o r - O Y —7- T�a Drawn Sr. P.J.P. Dat 5/2.1 /01 Description: INDUSTRIES t ANCHOR LOCATIONS 11tie: I" MULLION CLIP 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Senes/Model. scale. Sheet: Drawing No Rev NOKOMIS, FL 34275 NOKOMIS. FL 34274 MULLS 1 3 °f 6 6621 3 8 2 �4 NOTE. 7 3 8 -0-4 1 7 3 8 �4 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 7 1 3 8 �4 Ix HEAVY WALL MULLS MAT'L: 6063 -T6 Robert L: k. P: P.E. #39712 �y- INDUSTRIES P.J.P. 1----5122100 3 8 4 RevWonx 1 " HEAVY WALL MULLION Series /Mode: Scole: Shesi 70 TECHNOLOGY DRNE P.O. BOX 1529 NOKOWS, FL 34275 NOKOM/S, FL 34274 MULLS lx 14-f6 7 7 3 8 �4 APPROVED AS COMPLYING WITH THE SOUTH L N BUILDING CODE DATE j BY �J PRO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. _j' / - 0:'7 3.02 PROFILES Drawing No Re 6621 v: ti• 1 x2x.375 2_Anchors/ O y W, = Z_ Z c� Z J 42 48 50.6.25 - 54 60 63 66 72 76 78 84 90 170 170 170 170 Im OPENING OPENING WIDTH IN INCHES 314 Anchors 50 60 70 80 90 100 110 120 130 160 42 O 48 170 170 170 170 170 170 1701 170 170 170 1611 170 170 170 1541170 170 170 1501170 170'170 1491170 170'170 170'170 170'T7_0 170 170 NOKOMIS. FL 34274 MULLS NTS 5 of 6 1491 170 1491 170 1491170 1491 170 50.625 1701170 1611170 1481170 1401170 1361170 1341170 1341170 1341170 1341170 1341170 w 54 166 170 147 170 1351'16511261153 121 146 119 142 118 141 118;141 1181'14111'181'141 = 60 1451152 1271131 1161116101 1107 1001100 96 1 96 93 193 92192 92 1 92 92 192 63 131'1.31 112 112 99 99 90 90 84 84 80 11 80 77 77 76 76 76 76 176 76 z 661131113.97197 85185 77177 72172 68168 65165 64164 63163 163 163 72 86186, 73173 65165 58 1 58 54! 54 50 1 50 48 48 46 146 45 45--44 44 CD 76 73 73 62 i 62 54 1 54 �0m�ovv000 45 1 45 42 1 42 40 140 38 1 38 37 1 37 36 1 36 J 78 67167 ��000v0000 50150 45 145 41 141 38 138 36 136 35135 33 133 32 132 �000000000 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 1'2-6-24 �0000�0000 90 43 143 37 137 32132 28 128 26 126 24124 22 122 v0000v000�■ 20 120 19119 2 96 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16,16 15 15 108 25 1 25 21 1 21 18 1 18 1X2.75X.375 OPENING WIDTH IN INCHES 314 Anchors 50 60 70 80 90 100 110 120 130 160 42 O 48 170 170 170 170 170 170 1701 170 170 170 1611 170 170 170 1541170 170 170 1501170 170'170 1491170 170'170 170'170 170'T7_0 170 170 NOKOMIS. FL 34274 MULLS NTS 5 of 6 1491 170 1491 170 1491170 1491 170 50.625 1701170 1611170 1481170 1401170 1361170 1341170 1341170 1341170 1341170 1341170 w 54 166 170 147 170 1351'16511261153 121 146 119 142 118 141 118;141 1181'14111'181'141 = 60 1451152 1271131 1161116101 1107 1001100 96 1 96 93 193 92192 92 1 92 92 192 63 131'1.31 112 112 99 99 90 90 84 84 80 11 80 77 77 76 76 76 76 176 76 z 661131113.97197 85185 77177 72172 68168 65165 64164 63163 163 163 72 86186, 73173 65165 58 1 58 54! 54 50 1 50 48 48 46 146 45 45--44 44 CD 76 73 73 62 i 62 54 1 54 49 49 45 1 45 42 1 42 40 140 38 1 38 37 1 37 36 1 36 J 78 67167 57157 50150 45 145 41 141 38 138 36 136 35135 33 133 32 132 84 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 1'2-6-24 24 90 43 143 37 137 32132 28 128 26 126 24124 22 122 21 121 20 120 19119 2 96 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16,16 15 15 108 25 1 25 21 1 21 18 1 18 16 116 - I - - 1 - - - 111 23 1 23 19! 19 17 1 17 15 1 15 - I - - I - - - 144 - - - - - - - - - - - - - - - - - - - - NOTES.' 1. MAXIMUM ALLOWABLE PRESSURE IN PSF 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. J. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 li 2Z V�;, � �3v�lZ Vertical Mull -7 Mull Length �_Opening__� Width Horizontal Mull 1 Opening Width Mull Length Multiple Mulled Units I Muff Length ing Width By. (Date: I Revisions: APPROVED AS COMPLYING VVITH THE SOUTH FLORIDA BUILDING CODE J BY[Av- PROOFTXMZONTROL DIVISION, BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 01—o'17-3-0Z UZI Drawn P.J.P. Da< 4128100 nm Description: INDUSTRIES - PRESSURE CHARTS Title: 1 ". HEAVY WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Series/Modek Scale: Sheet: Drowinq No. NOKOMIS• FL 34275 NOKOMIS. FL 34274 MULLS NTS 5 of 6 6621 Rev: . lx2.75X.650 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 -100 _110 120 130 160 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170'170 170 170 _17__0r.1 7- 70 170 O 48 170070 160070 148069 141061 138058 137057 137057 1371157 1701157 1701157 _ 50.625 1661170 1481169 1361156,129!148 1- 701170 1251143 1231141 1231141 1231141 1541141 1231141 Cn w 54 152 170 135 155 1241'1111142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 = 60 1331 152 1171134 1061 122 991113 94 1107 90 ►103 881101 881100 88 1100 88 1 100 _z 63 125'143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 Z 66 1181135 103 1 118 93 ►107 86 1 97 81 190 77 185 75 182 73180 73 1 79 73 179 72 1061108 92 92 81 81 73 73 67 67 63 63 60.1 60 58 58 56 1 56 56,56 z 76 78 91 191 84184 77177 71 171 68168 63163 61 161 56156 56 156 51 151 52152 48148 49.149 45145 47147 43143 46146 42142 45 45 40140 J 84 67 67 57 57 50 1'50144, 44 40 40 37 37 35 35 33 33 32 32 30 30 -� 90 54154 46146 40 140 36136 32132 30130 28128 26126 25125 23123 -1 96 44 44 38 38 33 33 29 29 2fi 26 24 24 23 23 21 21 20 20 18 18 108 31 1 31 26 1 26 23 i 23 20 120 18 1 18 17 1 17 15 1 15 - 42 42 - 111 29 1 29 24 124 21 1 21 118118, 42 142 171 17 15 1 15 - 1 - - 28 1 28 - 1d.d - - - - - - - - - - - - - - - - - - - - 1 x4x.375 4/6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 42.170!170 170'170"170'1701170'170 1701-170 170'170 170 170 17'01170 170-!170- 170!170 ® 48 170070 170070 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 50.625 1701170 1701170 1701170 1- 701170 1701170.1701170 1701170 1701170 1701170 1701170 � w -54 170 170 170 170 '1701170, 169 170 162 170 158 170 157 170 157 170 157 170 157 170 = 60 1701170 1701170 1541170 1431170 1361170 1311170 1281 170 127 1170 1271170 1271170 _z 63 170'170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116'165 116,1165 Z 66 1701170 1501170 1351170 1251170 1171166 1121156 1081150 106045 1*05 144 105044 72 154,170 134 170 120 165 110 148 1031136 98 127 94 120 91 115 89!112 88,111 Z 76 1441170 125 150 1121140 102j126 95 1116 90 1108 86 1102 83 1 98 81 95 79 193 J 78 1401170 1211148 1081129 991116 921106 87199 83193 80189 78187 75 184 84 128 138 111 117 98 102 90,192 83 83 77 77 73 73 69 69 66 66 62 62 -1 90 1121112 95195 82 182 74174 67 167 62162 58 158 54154 52 1 52 48 148 96 92 92 78 78 67 67 601,60 54,154 50 50 47'47 44 44 42 42 38 38 108 64 i 64 54154 47147 42 142 37 1 37 34 134 32 132 30 130 28 1 28 25 1 25 111 59159 50150 43143 38138 34134 31 131 29129 27127 26126 23123 144 27 127 22 22 1 19 19 117 17 115 t NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. J. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Vertical Mull Mull Length �_Opening__� Width Horizontal Mull T_ Opening Width Mull Length Multiple Mulled Units Mull Length Opening Width rzr."Il 1 APPROVED AS COMPLYING WITH THE. SOUTH FLORIDA BUILDING CODE OA7& JUN BY PRODUCT- ZONTROLDMSION L,j BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. !! l- "3 2'3 - 07- w4r, u� � P.J.P. �' 4128100 0"Cription: INDUSTRIES PRESSURE CHARTS rt/e: I" HEAVY WALL MULLION Series /Model: Scale: Sheet: Drawing No. 1070 NOKO S, FL TECHNOLOGY 275 NOKOMISDFL 134274 MULLS I NTS 6 6621 Rev. OFF. REC BK. 2070OPG3863 02R&'15332 2002 OCT 03 IM02 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. / .�U.S�' a 2 I - 0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1: Legal description of property and street address: 2. Description of improvement Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety:(Payment bond required by owner Name and address: Amount of bond $ 6. Lender's name and address: / N t -er"11 7" frorp contractor, if any) //S_ Ski !29 WORD V8NFW HARVEY RUVIN CWW OROW00Ur' i 0 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the f (lowing person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commenc ent: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of v Q Print Owner s Name . 6IX, e Sworn to and subscribed before me thi CC4 da of Y Notary Public Print Notary's Name My Commission Expires: '1.—� , u�' a L ,t &TLCt M My MISSION 6 DO 121M EXPIRES: September 27,20D6 _ Bmxk nwnyu wrhm