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171 NE 100 St (7)Date Legal Description .� Owner/Lessee / Tenant FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 5 ( Tax Folio /l _ 3Z020 ` 0 � ` 206 Job Address 20 l().e4-` z 0 46#19 OWNER'S AFFIDAVIT: I certify that all the foregoing information is acc laws regulating construction and zoning. Furthermore, I authorize the above Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: RADON 2'! Historically Designated: Yes No • E S Master Permit # Owner's Address /' /) / Y L- / /7f9 fi Phone Contracting Co. QGt9N Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION G(/ IAiI Z) 2 p9 @ M / ��- �GeIZI G f/x<74Z flu Co S quare Ft. Estimated Cost (value) 1 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 AN 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. a - d that a .rk will be doe in compliance with all applicable n. contra ctor to • the wotk tated. Signature of Contractor or Owner - Wider SIA )) / Notary as to Contractor or Owner -lamer My Commission Expires: w , Date ate C.C.F. NOTARY BOND TOTAL DUE 4/ 20 APPROVED: " . Zoning Buildin Mechanical Plumbing Engineering SERIES 2100 ALUMINUM SINGLE HUNG WINDOW IXETRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Your application for Product Approval of: Series 2100 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing of submitted documentation, .see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.:95- 0330.05 Expires:08/31 /98 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372.8339 iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:08 /31/95 -1- nger, Director - Building Code Compliance Dept. Metropolitan Dade County Security Aluminum Windows & Doors NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series "2100" Aluminum Single Hung Window 1.3 Overall Size 4' 7" wide by 7' 6" high by 2 1/4" deep (For other approved sizes please see section 9 of this approval) 1.4 Configuration O/X 1.5 jVo. & Size of Vents: Two vents measuring: 4' 4 1/8" wide x 3' 9 1/8" high 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T6. 2.2 Glazing • 2.2.1 Glazing Material: 5 / 1 a tempered, '/ „” anneled and annealed (See chart in section 9 of this approval) 2.2.3 Daylight Opening: Two lites per vents with a clear opening of: Bottom Vent; 49 7/8" wide by 20 3 / 16 " high. Fixed top vents; 51 '' /x" by 20 '1," high. 2.3 Panel Construction: 2.3.1 Stiles: Consist of a vent side of unequal legs nominal exterior face and 1.075" interior face by I5/16" deep and .062" wall thickness aluminum extrusion. 2.3.2 Rails: Consist of a vent top 1.637" interior face and 1.262" exterior face by 1.109" deep and .062" wall thickness aluminum extrusion with one screw spline. Bottom vent 1 5 / 1 ," interior face with adapter and 1 '/,d exterior face by 15 4 6 " deep and .062" wall thickness aluminum extrusion with one screw spline. 2.3.4 Corner Construction: Butt joint, each corner secured with one No. 8 by 1" sheet metal screw. 2.4 France Corner Construction: 2.4.1 Head: Unequal leg height 1" interior and 1 'h" exterior face by 2 %." deep and .062" wall thickness aluminum channel shaped extrusion with a groove for pile. 2.4.2 Jambs: Unequal leg width 1 '/, "exterior and 1 '/" interior face by 2 '4" deep and .062" wall thickness extruded aluminum with two screw spline. 2.4.3 Sill: Aluminum extruded 2" nominal interior face and 13 / 16 " exterior face by 2 '1," deep and .062" wall thickness. 2.4.4 Corner Construction: Butt joints, each corner secured with two No 8 by 5 / 4 " sheet metal screws. - 2 - ACCEPTANCE No.: 95- 0330.05 APPROVED AUG 3 1 1995 EXPIRES . AUG 3 1 1QQ1 Mat1sel Perez, P.E. P.r&ns Examiner Product Control Division Security Aluminum Windows & Doors NOTICE OF ACCEPTANCE: 2.5 Weatherstripping: Description Quantity Pile with integral plastic fin Single Pile Double Vinyl flap Single 2.6 Hardware: Description Quantity Spring and pulley balances Two Metallic cam lock Two Location One per frame jamb One 7" from each end of vent top rail, locking into extruded groove in fixed meeting rail. 2.7 Weepholes: None; %" drain notch in each end of sill screen retainer. A' / shim installed under each lower corner of screen to allow water to drain out. 2.8 Muntins: One horizontal muntin in vent and fixed light (2 over 2). The muntins are attached to vent jamb rails and frame jambs with tabs. 2.9 Reinforcement: None 2.10 Additional Description: 2" high overall interior sill flange used. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see sections 7 and 9 of this approval. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL : #10 x 1 '/," PH SMS located 5" from corner and 21 ' /l" o.c. HEADER: #10 x 1 3 /," PH SMS located 5" from corner and 21 '/" o.c. JAMBS : #10 x 1 '/," PH SMS located 5" from corner and 19' /z" o.c. Note: Please see note #11. Page 3 - 2a - ACCEPTANCE No.: 95- 0330.05 APPROVED : AUG 3 1 1995 EXPIRES : AUG 3 1 1998 SPECIFIC CONDITIONS Location Fixed meeting rail Vent jamb rails Aluminum applied adapter on the interior of exterior leg of vent bottom rail. Ma el Perez, P.E. PldiIs Examiner Product Control Division Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0330.05 APPROVED : "NtIG 3 1 1995 EXPIRES : AUG 3 1 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in ' compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and at least 1 '/" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. -2b- M. el Perez, P.E. PI, Examiner Product Control Division Window Width (in inches) Window Height (in inches) Design Loads -PSF Based on Glass Type & Thickness AIR INFILTRATION 1.57 PSF SFBC PA 202 -94 (0.37 FM/FI'') t 1 ' 1 �. t 4 X . ; '4, Tempered 1/� Annealed F .. z'4 .Annealedµ 19'4 17 Ext. ( +) Int. ( -) Ext. ( +) Int. ( -) Ext. ( +) Int. ( -) 50 454.2 50 376 50 329.7 26% 17 50 316.7 50 262.3 50 230 37 17 50 221.4 50 183.3 50 160.7 53'4 17 50 151 4 50 125.3 50 109.9 ` gnel R ¢r26 " zat 50. 318 50 s 3 263 3' : eT 50 230 9 . y0:; a "2x71 al ?.9 8 ? :, z �t ZIA �� * 50 .. '2.149 6 50 • T : 23 $" R 5 X 108 6 ,. t to 4 . <. 26 50 r 11012. £ < , ,t 50 73 5 19 38'/, 50 238.7 50 197.7 50 173.3 26'% 38'4 50 157.6 50 130.5 50 114.4 37 38'/, 50 106.2 50 87.9 50 77.1 53'/, 38'/, 50 70.8 50 58.6 50 51.4 ^t A 1 I tOMiirk 't % r 50 - a 74;1': r ": 26Va 5 $16 ,., 5O' /a , s .:: s 50 ?; .g12 5 50 x106 4 i ^ 50, ,. 93 r 4. r c3 7 , >d . 5 0 'f, 4,.',? tt4 ' 50;• 845 ,;50 ..:. ` 70 , : • s 50 ... a::, '( fi gelat iSIAP.??.g: 5 5`. 4 ..". c45 9 ,45 9 ; , '' 40 2 40. 2 . 19 . 63 50 185.2 50 153.3 50 134.4 26V ' 63 50 111.9 50 92.6 50 81.2 37 63 50 71.5 50 59.2 50 51.9 53'/, 63 46 46 38.1 38.1 33.4 33.4 . Y.4§iii Ngail4#211h, 5 0 . 17 30 : c 1487 50 130 ;'� 26V s .. 74'!. • 50 < : 50 ... :° 85 50 74.5:; 'Nl.Ai 37 z€ F ,7414 Fes; . 50 u 63:8 : "• ; 52 8. 46 3 M , 46 • 537,, "m t. 04, FE: 4Oµ3'. ' _:'•' 31.4 28.7 . 28.7 TEST ' . ' , t S� �: ' DESIGN LOADS AIR INFILTRATION 1.57 PSF SFBC PA 202 -94 (0.37 FM/FI'') t 1 ' 1 �. t 4 X . ; --- - - - - -- UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds (3/16 tempered) s t 'a: � . +30.0 PSF MTL -16355 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16' tempered) " .4 . 0 y 5 -30.0 PSF MIL -16355 WATER RESISTANCE (PSF) SFBC PA 202.94 I' x"5 I +50.0 PSF MTL -16355 UNIFORM STATIC PRESSURE FULL TEST L O A D ASTM E330 PA 202 -94 POSITIVE 30 Seconds (3/16' tempered) ,q ' ' .ae +, +33.3 PSF MTL -16355 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16' tempered) g. r > a _ �4 -313 PSF MIL-16355 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 � d �. -? a Fi;: �;s" -- - - - - -- Design Pressure Rating (Positive) � v si7.' +30.0 PSF Design Pressure Rating (Negative) '- dK -30.0 PSF • Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0330.05 7. TESTS PERFORMED -2c- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS el Perez, P.E. Pla : ' NIG 3 1 1995 : AUG 3 1 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum single hung window prepared by Miami Testing Laboratory report No. MTL -16355 dated March 24, 1995 signed and sealed by David G. Ober, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. Product Control Division Examiner 9. COMPARATIVE ANALYSIS: -2d- APPROVED EXPIRES NOTICE OF ACCEPTAIYC.F: SPECIFIC: CONDITIONS • Security Aluminum Windows & Doors ACCEPTANCE No.: 95 0330.05 AUG 8 'I 1995 AUG 3 1 1998 Mau Pcrcz, P.E. PI6ls Examincr Product Control Division • / i / / Security Aluminum Windows & Doors 10. TYPICAL ELEVATION: -2e- ACCEPTANCE No.: 95- 0330.05 APPROVED : AUG 3 1 1995 EXPIRES : AUG 3 1 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Ma 1 Perez, P.E. PI Examiner Product Control Division Security Aluminum Windows & Doors ACCEPTANCE No.: APPROVED EXPIRES 95- 0330,9' III{ 3 1 1995 $Jf 3 1 1998 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documentation, including test supporting data, engineering documents, .re no older than eight ( years. 2. Any and all approved products shall be permanently labeled with We manufacturer's name, city, state, and the following statement: "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 We 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 bc cause for termination of this Acceptance, unless prior written approval has been requested (t rough 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 Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance ;s 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 copies need not be resealed by the engineer. 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, 2(a) through 2(e ) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in We Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1- The spacing of fasteners at window sills shall bc as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or stile. Fastener shall fully penetrate the buck, which shall bc tie same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. Scc section four (4) of this approval for sizes of fastentcrs used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Codc. fvl:uktcl Pcrz, P.E. Plans E.4 mincr> END OF TIIIS ACCEPTANCE Product Control Division Inspection Number : P'=" I j, ,� Permit Number: WS -4,-06 -1054 .ft . 4. Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: WHITLOCK, KATHRYN Job Address: 171 100 Street NE Project: <NONE> Contractor: SYKES ACE HARDWARE / LP INDUSTRIES, INC Building Department Comments Thursday, May 18, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -8833 Parcel Number 1132060132060 Lot: Phone: 305 - 754 -2556 Page 2 of 2 Inspector Comments c f.. ,, c \-- 6 i, c9 Gt..) --5-' ., Z 9 Z-- et.4 Passe v - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number : P'=" I j, ,� Permit Number: WS -4,-06 -1054 .ft . 4. Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: WHITLOCK, KATHRYN Job Address: 171 100 Street NE Project: <NONE> Contractor: SYKES ACE HARDWARE / LP INDUSTRIES, INC Building Department Comments Thursday, May 18, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -8833 Parcel Number 1132060132060 Lot: Phone: 305 - 754 -2556 Page 2 of 2 4- ) i z . oc) pnMiami Shores Village Building Department BUILDING 5 2006 V Permit No. 9J E PERMIT APPLICATION I, Master Permit No. FBC 2004 BY: Permit Type (circle): Building Elec 1 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) h 04 h „w' (,)(4I oc L. Phone # '305 '75 F' 8'33 Owner's Address 1'11 /U t /00 ,S t City 1 1 i c - : S t, c) 1 es State 1 Zip 3 / 3 3 Phone # Tenant/Lessee Name Job Address (where the work is being done) (7 ( N t 100 S d City Miami Shores Village County Miami -Dade Zip '3 i 3 8' FOLIO /PARCEL 1l - '3ZOCo 0 l3 - ZOfaQ Is Building Historically Designated YES NO Contractor's Company Name Sy Ices ,(.i ha v J ima - e Phone # S 7 SY 2 S S Contractor's Address 2 ' `-f iv 7 if S'•r City ItA i s v..-.1 State r Zip 7 3 (3 r Qualifier Name ci o -e v ,\-- S L o .. Phone # 30 5 7 S Y Z SS 6 State Certificate or Registration No. Certificate of Competency No. 9 (oB S003'1 1 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ l BOO Square / Linear Footage Of Work: 1 7 1 /2 Type of Work: ['Addition Describe Work: qe . c. c._ e Submittal Fee $ Notary $ Scanning $ - oc Bond $ Structural Review. $ Radon $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Z M Z W L ❑Alteration Permit Fee $ Code Enforcement $ ❑New Training/Education Fee $ 7• ec DPBR $ Double Fee $ Phone # [r Repair/Replace ❑ Demolition vu,10tl s.1 ;,..4 ;4_ n� (iYl ^ , AMyAr ^i7Rl''liK7NltPlll_. �• �fi} • _ ,. • >)•�•• • Y.w'.7J' t ��_ SY■ �'s� • zi6C0t;Ot i ' rlfri . p � �ti✓ �_ 9 F • ..... :ate = =9� 'v.YF w - - •":.:.} ,. ,, ` *' **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees,************ * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** CCF $ 2 .. 4-t) CO /CC Technology Fee $ 3 - 2. Zoning $ Total Fee Now Due $ 14 eFS See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue. In the absenc ` such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent rr The foregoing instrument was acknowledged before me this 1 .4 The foregoing instrument was acknowledged before me this 'y diek Signature day of , 20 6, by day of who ipersonalLy-known to me or who has produced wh As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Ot& a �t {l MyCommissio Ef, DEBORAFEUGIII `t,'s Notary Public S t * 1 '`�w1�m6uof Ap 6, 2006 d ,„ *" Commlulon # DD307676 '• •••••,,,„ Bonded By National Notary Assn. * * * * * * * * * * ** APPLICATION A (Revised 02/08/06) Sign: Print: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** personally kn NOTARY PUBLIC: My Commission Contractor , 20 0(.4 by n to me or who has produced as identification and who did take an oath. b.260 au r- E_a.G • o P x DEBORA FEUGILL %NotasyftbRet pikCanmildon sApr6.2006 • '4",4:40.• • D0307676 BonaedBy t•RV -�� O� Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. oC _1 0 W TAX FOLIO NO. 11 -. 320(0 - 7-060 STATE OF FLORIDA: COUNTY OF MIAMI -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: IA/ ovh i S L. of e S .Se L 1 A'M 0 •Pfd i 0 -- 7 t7 1.... OA- -21 aik 15 /04 sire 7X//5 5 ,,•- 2/270 - // -2 - i i I t NE too5 -* 2. Description of improvement: Be ? e. (.e U; ■ ,a el) 0L-) ; n 3 t, . , 1.- l 1-� / /•eS 7s [L.-'rv[ } (r. „� c // o1...3 JJ 3. Owner(s) name and address: i U4� / yr A k t i l l ( . )e- t 1 I iv /'JO s1- Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Syke s 5. Surety: (Payment bond required by owner from tfac rFLfChFOH, COUNTY O ADE Name and address: 'y,/ 'HER ,, v ERTIFV that this 1s a tru y ,)f file l Agin t: t 1s •ffice on d Amount of bond $ 6. Lender's name and address: HARVEY F� 7. Persons within the state of Florida designated AY provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /1/4 8. In addition to himself, Owners designates the following 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 Commencement: (the expiration date is 1 year from the date of recording unless a different d to is p fied) X lab Signature of Owner Print Owner's Name 1-(117 d (6 a 11 LC rf e Sworn to and subscribed before me this L i day of 123.01 -52 PAGE 4 8/02 Notary Public Print Notary's Name De boa'' My commission expires: i( DEBORA FEUC:QI tNotary Public • State of Florida 3' •MConE>esApn6,2008 [a [[ Bonded # DD307676 nded 9 y National Notary Assn. ,200(1 111111 11111 11111 11111 11111 11111 11111 1111 1111 r oth CFN 200 6R049' 7349 OR P. 24503 P9 3027; (1P9) RECORDED 05/09/2006 10:12 :24 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 21r y Nt - 7q J, l ; // ?3/ d as Prepared by bt%ra '1•- C -LttS(i 1 Address: 11673 ` OL�Q( ti,vccaktek fit. GtJ� i �L "33 3 2(; Issue Date: 4/26/2006 Owner's Name: KATHRYN WHITLOCK Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 171 100 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/22/2006 Contractor(s) Phone Primary Contractor SYKES ACE HARDWARE / LP INDU 305 -754 -2556 Yes Comments: REPLACE WINDOWS IN (3) OPENINGS WITH IMPACT RESISTANT WINDOWS Type of Work: IMPACT WINDOWS No of Openings: 3 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -4 -06 -1054 Phone: (305)758 -8833 1132060132060 Lot: PB: Total Square Feet: 78 Total Valuation: $ 3,800.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $130.00 $9.00 $3.25 $145.45 Invoice Number WS-4-06-24622 Total: MAY 0 9 PAID 8 Amt Due $145.45 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. DESIGN WIND LOADS (PSF) 146.0 MPH Exposure C MEAN ROOF HEIGHT (FT) POSITIVE Zone 4 & 5 NEGATIVE . Int. Zone (4) NEGATIVE End Zone (5) 15 54.7 -59.3 -73.2 Thornton .Tomasetti Group 330 North Andrews Avenue, Suite 450 Fort Lauderdale, Florida 33301 954.522.3690 P: \FL1 \KA\ Engineering \DESIGN \LOADS\ASCE702 \SITE SPECIFIC\2006\(Sykes Whitlock.xls]A Basic Wind Speed, V = Exposure Category = Importance Factor, I = Effective Wind Area = Mean Roof Height (ft.) = Rise /12" of Run = Rf Slope (deg) = Smallest Side of Bldg. = Internal Pressure, GCpi = Topographic Factor, Kzt = Directionality Factor, Kd = Positive GCp 4,5 = Negative GCp (4) = Negative GCp (5) = ASCE 7 -02 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES m.p.h. (3 sec peak gust) Enter B, C, or D 0 <f Non- essential facilities =1.0; Assembly /essential facilities =1.15 o.0 € sq.ft. (10 sq ft or less provides max loads) 15.0 3Ot 14.04 ( 1 al,! 0;18 1100 1.0 -1.1 -1.4 q = 0.00256 * K z *K *K *I *V —GC BUILDINGS LESS THAN OR EQUAL TO 60 FEET increase in allowable stress I 54.7 psf Positive -59.3 psf Negative- Interior -73.2 psf Negative -End • • ••• • • • • •• .. •. • • • .. •• • Client: S es Ace Hsrdu+eere, :;• • . • • Project No: . tt.•,'..••` :!• r ., .• •.. Project: Whitlock Residence Address: 171 N .E 100th Street s • • ..• - Miami 6h•r , es Fl aa•e • • • Date: 04 /•2/86••:• •�', • • • ! ; • . . • • ••• • • • • •• • • • •• ••• •• • • • • • • • .• • • • • • •.. •• inch B <= 10 reduces load, > 10 provides max load feet 10.18 for enclosed structures, 0.55 for partially enclosed structures For non hilly areas 0.85 for rectilinear structures and ASCE load factors, 1.00 for rectilinear structures and ASCE load factors with 33% I ECCMEWEIT r` • • 5 2006 1 I BY: 1. Wind loads are determined in accordance with ASCE 7 -02. 2. Wind load calculations are based upon a mean roof height of 15 ft. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. O' - 1061- 4. This document shall be used for determination of wind loads only. Component instaIlatiorisshallbe in.accordance with component design drawings. Component installations at any elevation below roof are acceptable. 5. End zones for this installation are those areas within 4.8 feet of the exterior comers of this • . • • 6. This document shall be valid only when there appears an original signature, date and e • d seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. 12- • i• r -2006 V. J. Kn- evich, P.E. FL License #10983 Thomton Tomasetti Group, Inc. COA #7519 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: t "I i NC /00 5 Permit No. 06_1 Mullion Required 65 . Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required 1D or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF 1 3i4-Av1Q i'ntl101.1 02>412,5. t.) I c Li - cs-Le .c 5 . 0q0 —hr, +6% .--t 4,64.1 ` -■.`3 +64.1 , -51.3 `lt /Z 'Wk 4-2S'Iz - • /j t Ye S Ye Pe S I AO% g.., Z C'a,:.w.e.* i,J∎n o.s c'3•- C((it„Oj +10 ,-1 +5 14 x (03 /Jo Pc Yes S;n II.„, W: #46:...) c3 cs1y.0I 4 (46 77 r'6 +54.i 0 —S "37 % 50 iV ( - 7 No P'es • • • • • - • - - - - • •••• • • •••• _ ••• • • - • •••• • • • •• • • • ••• • • • • • •• •• •• • • • • • - - • • • • • • •••• • • • •••• • •• • • • • • • • • • • • •• • • •••• • • • • • WV0-\ L R ( t NG loo sk t1; —nn S 31 Q . 1" NIA 7C+ a a ■/1 1-15 5/e x ( 'I2 +51 5c - i Non 0 4- 057.1•O5 M%Ajl DOM 1x5'11 —5/.3 Noe, 03 `D(. I I.OZ ,o c% se, s +Ids ') 4 x (• 3 (X t,x'sk: n 3�0, o `1wGnq i 13Q CXCOO,en + q[ —51. O3 •-o514.O 1 Tr^,A A S; 31 5 VrOe14 o"C 1-10L->C 1 1 ... • • •••• • • •• • • • •• •• • • • • • • ••• • • • txi a n3 f D .1 No C4 „ • •••• • • • ••. • • • • .••• • • • • • • • • • • -� u • •••• • •• • • •• • • • • • •. • • • • • •• • .••• • • M 1 A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, 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. MISSILE IMPACT RATING: Large 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 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. --- o q • • • • • • • • • • • •• •• • • • •• •• • ••• • ••• • • • • • • .. • • • • • ••••• •• • • 000 • • • • 04,0 • • • . 410 . • . . • •• • • • • . • • • .. • • • •.••. • • .. MIAMI -DAIZE COW FLORID/1 • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 vfiM�, CPPA 30:r9G3 (305) 376 -2901• • FAX {306) 0514908 • • • • • • •• • • • • • • • • • • 4190 • . NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 • . • • . • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING QPTI S: 7116" LAMINATED GL:4$3 COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED ▪ GLASS WITH'4N .090 ? NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • 13 7716" LANIfls1ATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 • INTERLAYER OF DIMPONT'BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. " x.'1'1/16" LAM11.3. GLASSJOMPRISED OF (1) LITE OF 3/16" HEN: STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" • . LAMIN/L1l'D'GLASS WMCN IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT • "STRENMESED GjASS1CVITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. :. A$ 1/16" LAMI1.t. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" • LAMINATED GLASS1/14fle19 IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER • OF DUPO1fP8UTACITE•OR SAFLEX KEEPSAFE MAXIMUM PVB. 2Oe91GN PRE89URE RAiL•1Gi: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5° O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 12" FROM CORNERS MAX. 11 "O.C. JAMBS: 0 'MAX. 8 12" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Bawd Br Date: Bead By w.m Br F.K. Oman Br F.K. bar Date: 12/15/03 7/14/03 Revisicres A Checbd 8r REDUCE ANCHOR SPACING 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better NOTES & TABLE OF CONTENTS to*, ALUM!NUM PICTURE WINDOW, IMPACT PW -701 s..." NTS 1 d 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 Dam:* te. 4259 -4 Robert 1. Clark. P.E. PE 939712 Structural • .. • • • • .... • .. • • • • • .... • • • • .... • • • • • .. • • • 3116'".A1;1INEALEJ OR HEAT .STREEVGTHEf,VETI GLASS •„ • • • • . � OUTSIDE • • • • • ... • .. • • • .... • • • • .... • • • OR .... .. • • • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OR 11/16" NOM GLASS BITE 3/16" HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE f 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE r 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) App1..� r /... a. 1161b Rmd Br Rm4 By: F.K. Dar a4: 12/15/03 R°Wioru A Damn Br: ar: r1.rt"e By. a.: F.K. 7/14/03 NO CHANGE THIS SHEET 1070 TE..hN0LOGY DR/YE NO :W4/ FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT GLAZING DETAILS re: ALUMINUM PICTURE W /NDOW, IMPACT Visibly Better '"P1 I NTS 2 d 10 4259-4 Row A Robert L. Clark, P.E. PE *39712 Structural • .•• FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. HEM6ON FULL CIRCLE MAX. SIZE = 8!?' ETWEEN FJAT$ MAX SIZE = 60" DIA. 13WMAX. AFiBet a 2 SQ! FT. • OR MAX. AREA = 19.63 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92 1/4" MAX DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68' OR MAX. AREA = 25.22 SQ. FT. OR MAX. AREA = 31.99 SQT TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. `• . Nov ‘1621141.7110 NNW Doi& Mw1ies War R.sd aY FX. Orson Br F.K. faa oar: 12/15/03 oar: 7/14/03 A c".w4 Br NO CHANGE THIS SHEET our: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desovesa FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT S.. "ew,w PW -701 NTS S. 3 a 10 Memo RoL 4259 -4 Robert L. Clark. P.E. PE !39712 Structural fy/7- NOTE: • HEXAGON • FULL CIRCLE MAR. SIZE = 6t" gtTWEE4F6 tS MAX. SIZE = 60" DIA. trFitiVilegX. AREA 21.65 SQ' FT. • OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. 1111 EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. I- 93 1/4" MAX DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 45 1/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ: FT. MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. mgrs."' s."' flit • • IL•1o• • anooir a Rend Br Rend ar Rend BY F.K. ore: 12/15/73 Rem": Reraidne. A Drawn By Dyer Chr4ed By dew F.K. 7/14/03 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. Ft 34275 PO BOX 1529 Visibly Better '" PW701 Daorplbr INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT I Scale Sher NTS 4 r 10 &s-ev 4259 -4 A Robed L. Clark, P.E. PE 039712 Etna:turat COMPARATIVE ANALYSIS TABLE 1. A..7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) • •••. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) GLASS TYP �� C. 1 1 • " I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) ■s,Esaa.,` • . 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS .090 3/16" HS) WIoOW • WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 N .. 4'9' 000 94,500 60.000 65.500 71.000 93.000 96.000 A$�C BAD. AFEEA SQ.FT A84- BSD •• *AREA sct AS<O B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. 82.000 A &C B &D AREA SQ.FT. 87.500 I A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. Ehr Rene By Render: F.K Oven By F.K. w: O O0e: r: De 12/15/03 Dee: 7/14/03 Renewer RaviRavisher i A Cheese By 2$ 6DD 34.000 39.500 45.000 46.500 48.000 80.0,i,-80.0 80.0 80.0..'80.0 80.0 .9.598 11.569 13.441 15.313 15.823 16.333 80.0" • •80.0 80.0 80.X . 6 ; 80.0 80.0 IV. 78V 12.868 14.950 17.031 17.599 18.167 80.0 I -80.0 80.0 80.0 -80.0 80.0 11.875 14.167 16.458 18.750 19.375 20.000 80.0 -80.0 80.0 80.0 I -80.0 80.0 80.0 14.052 - 80.0 80.0 -80.0 16.229 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 80.0 70.7 - 80.0 80.0 - 80.0 69:1 - 80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 - 80.0 74.0 - 80.0 80.0 -80.0 68.5 - 80.0 80.0 12.964 15.465 17.967 20.469 21.151 21.833 80.0 - 80.0 79.4 -79.4 63.7 16.764 -80.0 80.0 I -80.0 76.8 -76.8 59.7 80.0 -80.0 80.0 -80.0 80.0 80.0 -80.0 74.1 - 74.1 56.5 80.0 -80.0 19.361 -70.7 53.6 - 80.0 80.0 - 69.1 51.4 - 80.0 80.0 -80.0 68.8 I -68.8 50.4 -80.0 80.0 -80.0 80.0 CHANGE NOTE 1 ANCHORING WITH 912 SCREWS Dee -80.0 80.0 -80.0 80.0 -80.0 76.7 -80.0 80.0 -74.0 69.9 - 80.0 80.0 -68.5 63.5 -80.0 80.0 80.0 -80.0 19.476 80.0 -80.0 22.493 1070 rEGnNOLOGY DRIVE NO((OMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 80.0 - 80.0 80.0 -80.0 80.0 -76.7 74.0 - 80.0 80.0 -69.9 67.2 -63.7 57.9 -57.9 56.1 -57.1 56.1 -56.1 22.188 -53.6 43.6 - 80.0 80.0 - 50.4 41.6 -80.0 80.0 -80.0 80.0 - 63.5 61.3 -80.0 80.0 -80.0 52.8 I -52.8 80.0 -80.0 80.0 -80.0 25.625 Visibly Better 80.0 22.927 -59.7 -80.0 15.141 18.063 20.984 23.906 24.703 25.500 - 56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 -43.6 43.4 - 80.0 80.0 , 17.318 20.660 24.002 27.344 28.255 29.167 -51.4 40.7 42.5 I -42.5 80.0 I -80.0 - 80.0 80.0 - 41.6 39.4 - 80.0 80.0 - 80.0 80.0 -80.0 80.0 - 75.2 74.0 -80.0 80.0 67.2 I -68.6 80.0 -80.0 61.3 I -62.3 80.0 -80.0 -80.0 51.9 I -52.1 80.0 -80.0 80.0 -80.0 26.479 80.0 23.66 -43.2 43.4 - 80.0 80.0 -41.0 40.7 -80.0 79.4 -40.1 39.4 -80.0 76.6 -80.0 -80.0 -74.0 -80.0 -67.2 -80.0 -61.3 -80.0 -80.0 51.9 I -51.9 80.0 -80.0 80.0 -80.0 27.333 -43.4 -80.0 -40.7 -79.4 18.406 21.958 25.510 29.063 30.031 31.000 -39.4 -76.6 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. Q 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RFS:TANGI II AR SI7F IN TAR! F 1 WHICH THFIR OVFRAI I WIDTH At f1 HFIGHT DIMFNS ONS COMP! RFI Y FIT WITHIN. Read Bemoans Devornee FLANGED UNIT DESIGN PRESSURES Ter ALUMINUM PICTURE WINDOW, IMPACT s".Raer Sul.: S d.-e PW701 NTS 5 d 10 4259 -4 1 Robert L. Clark P.E. PE 039712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE" "a3. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1'/16 LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) • •••••fl• 1 1/16" CAMI I.G., 3/16HS 7/16" SPACE, 7/16" LAMI (3/16HS, .090,3/16 "HS) WIF3IDOW • • • • WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 Vsllt rn 49!i99 • • •4;gbb • .. . Aap :• SQ.F.T. A&G. sea • • AREA SQ'fr. 60.000 I A8� • B &D AREA SQ.FT. 65.500 I A &C B &D AREA SQ.FT. 71.000 A &C B &D AREA SQ.FT. 76.500 96.000 RwN er: Rywai Rome By F.K dww B F.K. D. 0. 12/15/03 Oar: 7/14/03 1.2.964 A &C B &D AREA SQ.FT. 16.229 82.000 A &C B &D AREA SQ.FT. 87.500 A &C B &D AREA SQ.FT. 93.000 A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. & 40.: A Modal By 78`500 80.0 ,80.0 • 80.4N:1...80.0 80.f_•80.0 W. 786 80.0 I -80.0 80.0 -80.0 11.875 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 I -80.0 14.052 80.0 I -80.0 80.0 -80.0 15.141 80.0 I -80.0 80.0 I -80.0 80.0 I -80.0 80.0 -80.0 17.318 80.0 I -80.0 80.0 -80.0 18.406 80.0 80.0 - 80.0 - 80.0 19.000 34.000 80.0 I -80.0 80.0 l -80.0 11.569 80.0 l -80.0 80.0 l -80.0 12.868 80.0 I -80.0 80.0 -80.0 14.167 78.9 -78.9 80.0 -80.0 15.465 75.3 I -75.3 80.0 -80.0 16.764 72.6 I -72.6 80.0 -80.0 18.063 69.4 -69.4 80.0 -80.0 19.361 66.4 I -66.4 80.0 -80.0 20.660 65.0 -65.0 80.0 -80.0 21.958 63.9 80.0 -63.9 -80.0 22.667 CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Oar.: 39.500 80.0 I -80.0 80.0 -80.0 13.441 78.9 I -78.9 80.0 -80.0 14.950 72.2 I -72.2 80.0 I -80.0 16.458 65.5 I -65.5 80.0 -80.0 17.967 61.1 I -61.1 80.0 I -80.0 19.476 57.1 I -57.1 80.0 -80.0 20.984 53.8 -53.B 80.0 -80.0 22.493 51.0 I -51.0 80.0 I -80.0 24.002 48.9 -48.9 48.0 80.0 -48.0 -80.0 26.333 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34271 P.O. BOX 1529 NOKO1t11S. FL 34274 45.000 80.0 l -80.0 80.0 I -80.0 15.313 74.3 I -74.3 80.0 I -80.0 17.031 67.8 I -67.8 80.0 -80.0 18.750 61.7 -61.7 80.0 -80.0 20.469 80.0 21.151 -80.0 • 56.4 I -56.4 80.0 I -80.0 22.188 51.5 1 -51.5 80.0 f -80.0 23.906 47.2 -47.2 80.0 25.625 -80.0 42.6 I -42.6 80.0 -80.0 27.344 41.2 -41.2 80.0 -80.0 . 29.063 40.2 -40.2 80.0 -80.0 30.000 P4 G 1 I Visibly Better 46.500 79.4 I -80.0 80.0 ) -80.0 15.823 71.9 I -73.1 80.0 I -80.0 17.599 65.0 -66.4 80.0 I -80.0 19.375 59.6 -60.7 54.6 I -55.5 80.0 I -80.0 22.927 51.0 I -51.3 80.0 -80.0 24.703 46.6 -46.9 80.0 -80.0 26.479 43.1 l -42.7 80.0 I -80.0 28.255 40.4 I -40.2 79.7 I -79.7 30.031 39.0 I -38.9 76.9 I -76.9 31.000 SenssWessa PW-701 avr: NTS 48.000 79.4 I -79.4 80.0 I -80.0 16.333 71.9 I -71.9 80.0 I -80.0 18.167 65.0 I -65.0 80.0 -80.0 20.000 59.6 -59.6 80.0 -80.0 21.833 54.6 I -54.6 80.0 I -80.0 23.667 51.0 i -51.0 80.0 -80.0 25.500 46.6 I -46.6 80.0 -80.0 27.333 43.1 I -43.1 80.0 -80.0 29.167 40.4 -40.4 76.0 I -76.0 31.000 80.0 25.510 -80.0 39.0 73.1 -39.0 -73.1 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXINUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. INTEGRAL FIN UNIT DESIGN PRESSURES ra: ALUMINUM PICTURE WINDOW, IMPACT 6 d 10 4259 -4 IA NOM Robert L. Clark. P.E. PE #39712 Structural • • • . . • • • • • •• • • • R..d By a Mnoder F.!(. Oran BY F.K. Oar 0•ea: 12/15/03 0.1.: 7/14/03 A a.s.m a/. • • • • 2.784' • ••r••• • • • •i••• • • • 1 •••• • •• •• •• SCREWED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTIpN (FLANGE FRAME) o ii � I 0 KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m m MAX. DAYLIGHT OPENING U l l VERTICAL SECTION (FLANGE FRAME) INSIDE wlik 13 NO ▪ Ir P11,• NO CHANGE THIS SHEET Omer 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT a.w•+nse PW - 701 Scar I Sir NTSI 7 ar 10 Oe+� 4259 -4 B.. A Robert L Clark. P.E. PE 039712 Structural • IP• • • • •••• • •• • • • ▪ • • • •r•••• • • • • Q_ ••• • •• •• • 2184%•: • • • •••• • • • ••• • — — — - -• • ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING _lid m 0 — 171 2.784' INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) Rend By: P.M By: Thv.d By FX. D... or F.K. Doter Reksions: o.r. 12/15/03 7/14/03 • : Cl dBy HD CHANGE THIS SHEET ar: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS, INTEGRAL FIN TA ALUMINUM PICTURE WINDOW, IMPACT sm.••a.• PW -701 N TS Swat 8 d 10 n..•• 4259 -4 A L. Clark, P.E. PE 1:9712 Saucural • • • • • • • .•.. ••.. • .. • • • • • IT &M. 1• • .7 • •. • :81.• • • D•• 12 13 14 15 17 18 20 21 22 Road BI. Darr: Rawl Br Bead B,: FJC. Dan Br F.K. . DWG 1•10. 4256A • ▪ • 425' .• II• 1155.. • � • • • • '• 4255 •: .050" 425'4• • 122A. ,„ „ 4224 4262 beer: 12/15/03 ar: 7/14/03 Ro"sier": Medal Br • PART # 64293•• '. 64251 �• 781PQx 1 • .•. ••.. • 64253 64214 • " , • 6TP247 64262 .970" 1 ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 • DESCRIPTION 'INTEGRAL FIN FRAME HEAD, SILL & JAMB 'SLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL 1S CHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 11/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENERCOVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK • 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346 " --I .050" NO CHANGE THIS SHEET .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 1070 TECYNOLOGY DRIVE NOKOMIS, FL 34215 P.O. BOX 1529 NOKOMIS. FL 34274 1.875" ,T_ Visibly Better .06T ---I I� .062" 2.784" PW -701 sue: s. NTS 9 d 10 2.784" f .07r ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST rr: ALUMINUM PICTURE WINDOW, IMPACT 4259-4 A 2.500" Awsrad.s comply/4 wait Ube Florida Osdc 1 • . IL•tir► . .wI1i .. nee Robert L. Clark. P.E. PE 939712 Structural • • • • .• • • • •• • • • • •• • • • •... • ••• .130° DI/4441W x 2 1/2" NAIL, AT CORNERS AND 5" O.C. • • • • • WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. r SHIM T 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1 1/4" MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. I SHIM T 1 1/4" MIN. EMBEDMENT. 1' SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. I SHIM T 1 x WOOD BUCK (SEE NOTE 2) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI - DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. Revs/18r Data: Rara° Br Reno Br F.K. Own Br F.K. Daft: DOR 12/15 Dow 7/14/03 Rawson*: Raabicru: A aucb0 Br CHANGE NOTE 1 AND FASTENER SPACING Daac 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOMIS. FL 34274 Visibly Better DwuO""' ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT S.msome..r PW - 7 01 l NTS MoM 10 d 10 Omani 4259 -4 #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. I SHIM T w os oRS•bing , 0 p _uoso!- Robert L. park, P.E. PE 039712 Structural MIA M I BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 (,,)5 —O p o c,`I • • ••• • • • ••• •••• • •••••• • • • ••••• • • •••••• • • • • • • • • • • • ••••••• •••• MLAMI -DADE cowry, FLORIDA MMT&c1DA1IE 1$.QGC R BjJI�D�T(# • 140 WEST 1 AG)EER sAEI'►T,SUITV 0S03 ; MAW, PEORIBA 33130.1563 • (305) 375 -2901 FAX (305) 375 -2908 . • • • • • • • •• • • • • • •• • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product. Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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 # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8 "A,.09O,1 /8 "A) FTL -188£ LAMINATED (1 /8 "HS,.090,1 /8 "HS) FTL -188£ I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8"A,.090,1/8 "HS) FTL -373. I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1 /8 "HS,.O9O,1 /8 "HS) FTL-373S WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 • 63.000 76.000 26.500 A 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 D,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 37.000 A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 B,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 - 80.0 66.7 -76.1 53.125 A 66.7 -80.0 63.4 -63.4 47.9 - 47.9 48.3 -48.3 B,D 66.7 -80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 C 66.7 -80.0 63.4 -63.4 58.7 - 58.7 54.5 -54.5 • • • • • •••• •••• • 76" - MAX. WINDOW HEIGHT • .• • • • ••••• •••• • • •• •--•- • • • • 68.16/.8. MAX. WINDOW WIDTH MAX. ON CENTER TYP. HEAD & SILL ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6 FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 6" MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. /D B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY Robert 1. Clark, P.E. PE 939712 Structural T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F.K. Rsr d Ny Revd By: F. K. D ey B. Dram By: D.B. 6/3/03 03/26/03 Dote: 10/11/01 8/18/98 Dote: 2/9/98 Regimens D-ADD CLASS TYPE & TABLE R"risienw C -ADD 73/16 I.G. Revisions: TB, TABLE, EXTR. Revisions: Description: ELEVATION & NOTES Tills: ALUMINUM SINGLE HUNG WINDOW SerksAlode: SH -701 Scale NTS 1 ar 5 Drowirp No 4040 R • • • • • • .• • • •••• • •. • • • •••• • • • •••• • •••• • ••__ • • •••• • • • .•• • • • ••• • •• • • • • • • •••• • •••. •••• • • •••• 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED ! \ REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 ITEM 2 3 4 5 6 7 10 11 12 13 14 15 16 17 18 19 SASH TOP GUIDE 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Robert L Clark P.E. P61139712 Structural DESCRIPTION FLANGED FRAME HEAD Alum. 6063 —T5J FLANGED FRAME SILL AIum. 6063 —T5 FLANGED FRAME JAMB Alum. 6063 —T5 FIXED MEETING RAIL (Alum. 606314S -154 SASH TOP RAIL (Alum. 6063HS —T54) SASH BOTTOM RAIL (Alum. 6063 -15) SASH SIDE RAIL (Alum. 6063 -15) GLAZING BEAD (Alum. 6063 —T5) WEATHERSTRIP — VINYL BULB SILICON V.T. # 812225 612226 612227 4054A 4006C 612230 612231 6534571 6TP247K 62899C 5/16" (.350) W` BY LAYER 5/16' (.350) W/DUPONT DUPONT VB 1NN _ B x .750 PHIL PN. HD. SWEEP LATCH 18 x .625 PHIL FLT. HD. WINDLOAD ADAPTER (Alum. 6063 -15) 18 x .375 PHIL P.H. TE1( WEATHERSTRIP — VINYL BULB \SASH SCREEN BALANCE COVER BALANCE WSTP .270 x .170 BACK FIN SEAL SASH FACE GUIDE 16 x .500 PHIL FLT. H0. SASH STOP (Alum. 6063 —T5) 18 x 1.000 PHIL P.H. SMS SEAM SEALER INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. 11. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 7658PFAA 7 858WW 612236 78X38PPT 6TP249K 1235 71087 76X12FPAW 612244 78X1PPA 6SM55W 61207 WINOLOAD ADAPTER (PLASTIC GLAZING BEAD (13/16" I.G. 6063 —T5 13/16" LAMA I.G. GLASS (1 8" HS & 5/16" LAMI 5/16" LAMI — (7) LTTES OF 1/8" HS G ASS W/ WSTP, .187 x . 30 BACK FIN SEAL 1060 EGRESS LATCH (OPTIONAL) 64009 SPRING SILL LATCH (OPTIONAL) BALANCE ULTRA —UFT, SASHES > 401 4029 -1 4067 F.K. F.1C. Rowd By: D. B. Drawn By: 0.8. series/mea SH -701 QTY. / LOCATION 1 2 1 1 2 8 8 (1 per Glazing Bead) 2 2 2 (to attach Balances to Jambs) 1(11.5" from end of vent top rail) 2 if width is >= 42 ") Sweep Latch Strews) when using 2 Sweee Latches) 2 0 frame jambs, 30 from bot.) 2 4 4 (Windload Adapter Screws) 1 at Vent Bottom Roil) 2 (1 per each balance) 1 2 1 per each balance) 2 {1 0 each frame jamb) 3 0 vent Iambs & vent top rail) 2 1 /vent iamb. 2.5' from bat.) (sash face guide screws) 2 (0 top of each frame iamb) 4 (Frame & Vent Assy. screws) 2 (0 frame iambs, 30" from bot.) 8 W/ 3/8" AIR SPACE) et. • " • 6 6/3/03 03/26/03 10/ 11/01 81 8/98 2)9/98 Seofe: NTS ReMeiww: D—ADD CLASS TYPE ITEM 36 R.wiau: C —ADD 130 -135 R.Hsions: TB, TABLE, EXTR. Redsioro: Sheet: 2 of 5 VENDOR. ALUMAX ALUMAX ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX TEAM PLASTICS DOW CORNING H.P.G. H.P.G. AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER ALUMAX MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL SCHLEGEL OR EQUIV. VINYL TECH. \PGT SCHERER IND. PROD. ALUMAX MERCHANTS FASTENER SCHNEE /MOREHEAD PROTOTYPE INDALD( PGT f 29 501 UTIA OR DUPONT PVR INN LAYFR Q MEETING RAI L SCHLEGEL OR EQUIV. . CALDWELL W 3 8" AIR SPACE PGT Drowin9 No. 4040 VENDOR # AF -12225 AF - 12226 AF -12227 64054A 64006 AF -12230 AF -12231 AF- 534571 TP -247 899 PGT.214.XX AF -12236 TP -249 5TAVE 67S16G AF -12244 SM5504 WC996 -1207 64067 61060G 64009 7SPRNG 13/16' LAMA I.G. GLASS (1 /8" HS & 5 16 LAMI W/ J SPACE) 5/16" I AMI — (1) I ITF OF 1/8" A GLASS & (1) 1 ITF OF HS GI ASS W/ .090 SOI UTIA OR DUPONT PVB INNFR I AYER Description: PARTS LIST & GLAZING OPTIONS llae: ALUMINUM SINGLE HUNG WINDOW Raw D • • • • • • • • • .• • • • • •••• • •• 1 • • • • •••• • e•••• • • • • • • • • ••• .l • • • - - -' .••• • •• • •737 • • ••• ••• • • jr 4CTIVE •••• 76.000 MAX. HEIGHT EXTERIOR f ROUGH OPENING • • • • • . ro.•2 ROUGH ../13.1.1 2.784 .500 34.500 DAYLIGHT OPENING ACTIVE 2.330 34.500 DAYLIGHT OPENING INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION OP170NAL Robert L Clark P.E PE #39712 Structural EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT. OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 14274 F. F.K. 6/3/03 Rsrod By : Oote: F.K. 03/26/03 Rerad 9�- Oote: F.K 10/11/01 D B. D g718/98 Dram BY: Dote: D. B. 2/9/98 Dexrtption: SECTIONS Title: ALUMINUM SINGLE HUNG WINDOW Series /Model: SH -701 MOW T MIND S•Ii1�Ai �••r I�lilb AgOORMICI R.sisbn: 0-ADD GLASS MT DEM J6 Revision: C —ADD 130 -135 Revision TB, TABLE. EXTR. Revisions: Seale: Sheet Droning No. 2.710 NTS 3 at 5 4040 ROUGH OPENING Rev: D • • • • • • • • • • • • • •••• • •• • •••• • • • • • 1 •••• • • • ._ •••• • • •• • • • ••• • • • • • • •• •• • • •• • •••• • • • • • • •• •••• • • I1 -- � • . • .if • •t • 0 • • . • • n n r .737 .705 O ALUM. 6063 — T5 T Ii .062 T 2.274 1 --I 1.187 r -- O ALUM. 6063HS -T54 T I L 1.451 l 1.019 .490 .062 11 —••-i .791 -� 1.350 © ALUM. 6063 -T5 ALUM. 6063 -T5 ALUM. 6063 -T5 REFERENCE TEST REPORTS: FTL-1889 & FTL -3739 .062 2.330 .655 I ---- 2.784 O ALUM. 6063 -T5 1.165 .062 1.348 .413 O ALUM. 6063 -T5 Robert L Clark, P.E. PE 439712 Structural — 1.523 1.023 .062 2.710 1.123 I-- O ALUM. 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R D .B. 8/.1,8/98 Ravisk's: Dram By: Oat D.B. 2/9/98 Description: EXTRUSIONS 1a4: rinj i 2.029 .062 1.403 ® ALUM. 6O63HS — T54 .683 r .050 1.097 I -- ® ALUM. 6063 -T5 Q ALUM. 6063 -T5 Revd ay Dote: 1W-don. F.K. 6/3/03 D -NO CHG THIS SHT Rend BK Dat Reddoro: F.K. 03/26/03 C -ADD 130,33 CHG 14,5 Revad By Date: Revisions: F.K. 10/11/01 TB, TABLE, EXTR. PRODUCT REVISED an aspirin Iva els /Mb Balasesi O0Or ALUMINUM SINGLE HUNG WINDOW Sertse/MOdei: Scale: Sheet Droving No. Raw SH -701 NTS 4 ar 5 4040 D • • • • .• • • • •••• • •• • • • • .• • •• • • • ••• • ••••• •• •, • •• r • • v•• 1•••• 1 •• WOOD • i' • •• •••T i i•• • • •••• • • •••• • • • • • • •• •• ••••• TYP. HEAD TYP. SILL �.� ••• • • • v ' • 1.250 .250 MAX. l/4" TAPCON .250 MAX. 2 x WOOD BUCK /12 PANHEAD REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 . . '0 • • TYP. HEAD TYP. SILL .250 MAX. /12 PANHEAD 1.500 .250 MAX. 2 x WOOD BUCK 50 1/4 TAPCON Robert L Clark, P.E. PE 939712 Structural .250 MAX. 1.250 .�e TYP. JAMB INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 x WOOD BUCK Drown Br D. B. Description: ANCHORAGE Titter 8/18/98 PRODUCT REVISED traplyis MN dr NAY ONle 1 1 Serks /MOON: - SH -701 /12 PANHEAD Dots: R.rii.ions: 6/3/03 0 —NO CHG THIS SHT Dot.: Rsrlsionc 03/26/03 C —NO CHG THIS SHT. Data: Revision, 10/11/01 T8, TABLE, EXTR. Date: 2/9/98 Revisions: .250 MAX. ALUMINUM SINGLE HUNG WINDOW Soap: Shoat NTS 5 of 5 —1 1.250 TYP. JAMB Drawing No 4040 2 x WOOD BUCK Rar D MM I��DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and . the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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 # 02- 0701.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 04- 0528.05.max bis�D (Q -io5 • • 0.. • • • 0 410 0. 41 0 0 . • • • 0 • • • • • • .• • • . • • • .. • • 000 • • • • 0 041 MIA14I- DADT.CGUNIY, FL4RJDA • 144F13 &-I 2 DE FbAGUit 1LJLI1NV • 140 WES'1 STREET, SUIIR 166 • MIAMI, FLORIDA 33130 -1563 (305) -2901 FAX (305) 375 72908 • • •0 041. 41. • • • • • - - - • • •0 _ 00 • • • • • 00 .0 NOA No 04 -0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 'ii 1 GLAZING PRODUCT I H TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZMVG PRODUCT 'ii CUZ/NG PRODUCT' FI I - -:ri• MULLION GLAZING PRODUCT X11 GLAZING PRODUCT W - W1 +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 ANCHORS: TYPE b', OR - D' BOTH ENDS i H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHLEIS 2, 3, 5 AND 6 ® 2. WINDOWS MAY BE MULLED TO A MAX OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 DP. MULIXIN GLAZING PRODUCT H2 J H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE 'D . OR'D' BOTH ENDS 11 W2H W J W -WI +W2 H - HI +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS TYPE W ANCHORS TYPE'B C' OR V BOTH ENDS w Pow • a ar a4r F.K 55/2/0 A - MO $LTA& • / • • 4100• • •0 TO BE USED ONLY WITH PGT INDUSFPIGS.PRODUGTS.• •• • I Nri 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 H1 +H2 MULL LENGTH = W OR W1 +Wii�W3 M4) MAX OPENING = V 1 +W2 OR911 /2 V3 MULL CENGTI.4.=.7-11' - iTTS I•i�." • • • • • • • • Down 4bc P.J.P. 12"*4/28/00 • • • • 1 " HEAVY WALL MULLION ARRANGEPIW. •DETAIL. Sean 1070 TECMNOLa6Y E ow P.0. BOX 1529 �� / • • Ro — NORMS. a 54273 NOKOMIS. a .74274 MULLS I x 1 da 1• 6 §21: •. • • • .•• • • •••• • O 000 • 1041• • • ••0 O 000 •• • •••• • 41000 • TYPICAL MUI1ION TO MULLION INSTALLATION TYPE A" MOO BIACK TYP CAL MULLION TO STRUCTURF 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-CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP -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 FOR YOUR SPECIFIC APPLICATION. r _2 OR 4" 1 Robert L GB [ P.B. PE 139712 Smx*ur•1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" TO BE USED ONLY WITH PGT R•.4 Iflc s:lG 5/3/34 Dam & 070 rEC1tlN01AGY DIANE P.O. Box 1529 NOKOMIS. PL 34275 NOMOS. FL 34274 P.J.P. CNe4 eA row Oebx 4/28/00 MULLS r _2- OR 4 - -1 OR 4 - � • • • • • TYP CAL MULLION TO STRUCTURE W??1 ' WOOD BUCK AND CONC TYPE "rep • • • • • 112 F.H. SAS. SL4GL PE0 ON awPGl9lE ADES (50 AS NOT TO IN *RN MN DINER) SEE NOTE 11 MN. fr LIMON (2451) c 617 NN. P ENf7& 0ON 9470 OR BLOCK • STRUCTURE. ALL FASTENERS MUST BE OW COUNTY APPROVED. SEE NOTE 11 ••• • • • •••• INDUSTRIES A - • Abib1VOitreN • - ••• • • • •••• ramuctiatesto Aromplmtee 1141rais 1 PRODUCTS.. •• • • • • •••• 112 F.N. S.M.S. STAOOERED ON OPPOSITE SIDES (SO AS NOT TO WTQ7fERE MTN FAE7( ODLR) 511 mow 11 4•M 1I TAP ON (2451) WC 4 PENETRATION PITO CONCRETE OR BLOCK STRUCTURE 41. FASTENERS MUST BE ELIDE COIWIY .71PPROVEDI SEE NOTE If 1" HEAVY WALL MULLION 84 CLIP. INSTALI.glQ�l DETAIL sn+/Mure 1x Z° • 6629•;'. • A •� • • •� • 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 REO'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR Ix MULL MULL SIZE 1 x 2 x f 1� 1 x24xi 1 f1 1 x 22 x ii 1 x 4 x MULL CLIP TWO (2) ANCHOR IOCATIONS EXTRUSION DWG 1 1099 MIN. FROM ENDS (TYP) i IfA'�I 1 " MUL LIP W RFMOVED TWO ( 2) AN CHOR /TABS L EXTRUSION DWG 1 1099 MIN. FROM ENDS (TYP) 14 MAX. NOTE; 1. REFERENCE TEST REPORT F71 -2902, 290.3 AND 2975 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION 093 1 1099 MIN. FROM ENDS (TYP) I 1" MULL qLIP W/TABS REMOVED THREE (3) ANCHOR LOCATIONS EMRUISBDN OWC / 1099 PE #39712 Structural MIN. FROM �-- ENDS (TYP) 4. MIN. MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DAL' 1 1099 MIN. FROM ENDS (TYP) I 1" MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 1070 TECHNOLOGY OR19E P.O. BOX 1529 NOK010S. R .14275 NOKO1WS it .14274 MULLS MIN. I-- A'-- -1 1" MULL CUP SIX (6) ANCHOR 1OCAT1ONS EXTRUSION DWG 1 1099 • sows sl.* • 1 In 6 MIN. FROM ENDS (TYP) MIN. ENDS (TYP) i a $ 1" MUU CLIP W/TARS REMOVFP SIX ( A R I OCAJ' EXWWIP0N WV0 1 1099 • • • • • • ® TO BE USED ONLY WITH PGT INDUSTirYSS PRODUCTS. •• ••• • • • F.K. • lAnAAI 15/3/04 ■ P.J.P. CAIN Or rem ° 5/21/0 1 A — TAl70N • • MI6 MIA • • • AM ANC HOR LOCATIONS • • • • 7114: 1" MULLION CLIP • •••• • • • •••• •• • Roe • • • • W • ••• • • • ••• • • • •• •• ••• • • ••• • ••• • 8 1 4 3 4 8 NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 —1— --1-- 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 4 T INDU ES 8 l..K PAVN per P.J.P. 1070 7FD1# .OlY ORP* P 0. 80s 1329 I40199195. FL 34275 NO OY4 FL .34274 Clad Or rata: DIAL 5/22/00 • • • • • ... TO BE USED ONLY WITH PGT INDUETRIE6• PRODUCTS• • •• • • • - .... •. • • DITU• •«■w�s•r..irrr OS Ei$r n 2066 b • •••• p i .. • A - ADO•NOiA • • • • OnclAan: • • •••• 1" HEAVY WALL MULLION RROFILES. • • • • s w. /lbsrt I . wpeR7 No. MULLS ix 44 66 1: .. ia..e 1 d ..•. .. • •.•. • .••• • ... • • ..• •••• • • • •••• • •••• • 1x2.75x.375 314 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES O 42 170170 170170 170170 170170 170170 170170 170170 170170 170170 170170 149117b 48 1701170 1701170 1611170 1541170 1501170 1491170 1491170 1491170 1491170 50.625 170 161 148 140 1261153 1211146 134 1191142 134 1181141 134 1181141 92 80 134 1181141 134 1181141 54 1661170 1471170 135165 60 1451152 1271131 1161116 101 1001100 96 196 93 193 192 92 1 92 92 192 63 131;131 112112 99;99 90;90 84 ;84 80 ;80 77;77 76; 76 76 176 76 ;76 66 1131113 97197 85 185 77 177 72172 68 168 65 165 64164 63 163 63 163 72 86 1 86 73 1 73 65 1 65 58 1 58 54 154 50 1 50 48 1 48 46 45 1 45 44 1 44 76 73173 62 54 1 54 49 1 49 45 45 42 1 42 40 1 40 38 37 1 37 36 1 36 78 67 57 50150 45 1 45 41 41 38 1 38 36 28 4 ,28 22 1 36 22 35 27 21 r 27 21 33 1 33 26 126 20 120 32 1 32 24 ; 24 19 119 84 54 154 45 , 45 40 , 40 35 , 35 32 32 26 30 130 24 124 90 43143 37 1 37 32 1 32 28 128 26 96 36 136 30130 26 26 23 123 16116 21 21 19 1 19 - 1 - 18 - 18 17 - 17 - 16 - 1 - 15 1 � 15 - 1 108 25 125 21 1 21 18118 111 23123 19119 17117 15115 1 " - - - - 1 - - , - - - - - - - - _ 1 _ 1 - 1 - - 1 144 - 1 - - , - -I- 1x2x.375 2 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 155 142 134 130 130 130 130 130 130 130 48 129 116 107 102 100 99 99 99 99 99 50.625 115 100 91 85 82 80 80 80 80 80 54 94 81 73 68 64 63 62 62 62 62 60 67 58 51 47 44 42 41 41 41 41 63 58 49 44 40 37 35 34 34 34 34 66 50 43 38 34 32 30 29 28 28 28 72 38 32 29 26 24 22 21 20 20 20 76 32 27 24 22 20 18 17 17 16 16 78 30 25 22 20 18 17 16 15 15 - 84 24 20 17 16 - - - - 90 19 16 - - - - - - - 96 16 - - - - - - - - - 108 - - - - - - - - - 111 - - - - - - - - 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. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L PE PE 139112 Structurel Vertical Mull L Openeng4 Width -- r Mull Length Horizontal Mull Opening Width L Mull Length Multiple Mul ed Units Mull Length \Opening Width • • • ues . o e ✓ / .. "•!• • • A TO BE USED ONLY WITH PGT INDUST '1J S. PRODLIJ TS • Rn•e boor F.K. 1 x/3/04 wArn P.J.P. 9..uaen: 1079 1E'DO401.0GY DRIVE P. a BOX Baia NOAOI 34275 NOKdl . Ft 34274 Date: /28/00 MULLS Rw4r 6n • • A — ADO UtY4 IN PRESSURE CHARTS • • • • • • • • 1" HEAVY WALL MULLION • •••• @S, FL s+..e N. •••••• 5 4 6 I : . NTS • • • • •• • ••• • • • • • ' • • • • • • • •••• • . • •••• • •.•• • ••• • • ••• •••• • • • •••• • •••• • 1x2.75x.650 3/4 Anchors O 42 48 170!170 138,158 50.625 54 60 63 94 1107 87199 66 72 76 78 84 90 96 108 111 42 48 50.625 54 60 63 66 72 76 78 84 90 96 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170170 1701170 166 152 1331152 1251143 1181135 106108 91 191 84 67 167 54154 4&1 44 31 131 29!29 144 lx4x.375 4/6 Anchors 50 170 1701170 170'170 170 1701170 170;170 170,170 1541170 144,170 140 128 1121112 92192 1701170 1601170 148 1351155 1171134 110;126 103,118 92 77,77 71 1 71 57;57 170 1481169 X 136 1 156 124,142 1061122 99 1114 93 1107 81 1 81 68168 1701170 1411161 129 116,133 991113 92;105 88197 73173 61 161 56 44144 i25 1121128 81 190 67167 56156 51 1 51 40 , 40 46 148 38138 26126 24 1 24 60 1341170 1251160 121 1111117 95195 78 63 50 ; 50 40 140 33 1 33 23123 21 1 21 70 1201165 1121140 108 98;102 82182 87 1 67 36136 29129 20,20 18! 18 32132 26126 18118 17!17 1 1 l 1 170!170 1701170 170 1701170 1701170 1591170 150,170 74174 67167 60160 54154 1701170 137,157 123 109 90 1103 83195 77185 8363 52152 48'48 37;37 30130 24 124 17117 15 ! 15 1701170 1701170 170 158 1311170 1211170 1121156 981127 901108 87 1 99 77 1 77 62 162 50150 1701170 1371157 123'141 108 88 1101 81 193 75182 6060 49149 45 1 45 35;35 28 128 23123 15115 - 1 - 1 OPENING WIDTH IN INCHES 1701170 1701170 170 170,170 1541170 144;170 135,170 94 1120 861102 83 73 ; 73 58158 47 147 1701170 137,157 123 108 88 1100 80 191 73180 58 158 47 147 43 33133 26 1 26 21 1 21 - 1 - 91 83 80 69 115 98 89 69 54 , 54 44144 1701170 1701157 154 1081124 88 1100 80191 73 179 56 1 56 46,46 42 1 42 32;32 25 125 20 120 170 1701170 170,170 170,170 170 170 169 1621170 1431170 1361170 1331170 126;170 1251170 117,166 110 103!136 102j126 951116 99 1 116 92 1 106 90,92 8383 52152 170170 1701 57 123 1081124 88 1100 80;91 73 1 79 56156 45 40 38 23123 18 1 18 - I - 1 1 I 80 90 100 110 120 130 160 170!170 1701170 1701170 157,170 1271170 116;166 108,145 1701170 170,170 170 157 127 1161165 105,144 1701170 1701170 170 157,170 1281170 1171169 1081150 1701170 1701170 170!170 1571170 1271170 1161165 1051144 88!111 89 1112 81,95 78 66166 79193 75 1 84 62 162 48148 111 59 50 43 38 34 1 34 31 1 31 29 27 26 23 144 27127 22,22 19 , 19 17'17 15 , 15 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. Robes 4 P.E. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 PE r 2 Strucuunl 42 142 38138 108 64164 54,54 47 147 42142 37137 34, 34 32,32 30 130 28,28 25,25 PRODUCT relegil• • • • rwusC4a • • • • • . • • • fly 4 •. h.re A TO BE USED ONLY WITH PGT INDUSTRJ6S PRODUGTS • • Vertical Mull - r Mull Length Horizontal Mull Opening With Mull -1 Length Multiple Mul ed Units Mull Length \Opening Width R...e 7 }: Pow F.K. 3/3/04 c`e.n tbt P.J.P. 1070 wEO)o os.00Y tont P.O. BOX 7529 Nokomm R 34273 N KO10S. FT. 34274 0441 e7: pia: 4/28/00 PRESSURE CHARTS 1" HEAVY WALL MULLION n w.nwet AIUUS • A —�`` ADO 1Js7 1tN • • Sonic NTS •• •. IV lir • •• • ••• • • •• • • • •• • • • 0,,,.o,p N,. • •-• • 1 MP a«! • 4 • 4 • . •4 • •••• • • • •••• • • ••• • ••• • • ••• •••• • . •••• • • •• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) cis 0c0 logy • • • ••• • •• A114104 DX J GOV o JIA:: • METgO-bA 5 FIAGLER81IILDn G:: : 140 WEST FLAGLER STREET, SATE 160' • MIAMI, FLORIDA 33130 -1563 (303) 373.2801 • PAX (30.5137%8 • • • • • • • • • • • • • • • • • •• • • • • • ••• •• PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 AH,1 (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 -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Nntice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers 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 # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 • • .. • . . • .• • .. • • • •• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: • A. 5/1tZ LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" • ANNEALED GLP 'ANb (1) LITE OF 1 /8° HEAT STRENGTHENED •••• GLA664l7 AN .0.10 INNER LAYER OF SOLUTIA OR DUPONT PVB. • B. 5/16" LAMINATE4roLAAS COMPRISED OF (2) LITES OF 1/8" • • • • HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF •••• SOtUYIA bR DL liat§TPVB. •: • • C. 7 /161 QLASS COMPRISED OF (I) LITE OF 3/16" • • • • ANNEA'L GLASSAII& (1) LITE OF 3/16" HEAT STRENGTHENED • GLASS W/ AN .019G.f IWER LAYER OF SOLUTIA OR DUPONT PV3. • • • • D. 7 /16 "1AMINAT6D tL,ASS COMPRISED OF (2) LITES OF 3/16" • HEAT•STRENG1 -IENED GLASS W/ AN .090 INNER LAYER OF • • • . SOLU•A OR D1jNT VB. } x 3 0 } x 0 CONFIGURATIONS OPTIONS Fd. 3 0 3 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES E. 13i 6 SO GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET4. E. F MEET 4. F. FOR -14-1 "XOX" & "O" CONFIGURATIONS SEE SHEET5. G. FOR "XOX" & °XO° OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL•`-1WS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. "4" & 7' ON. EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2)ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2)ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL-3582, FTL -3587 ANC FTL -3729 NOA DRAWING TABLE OF CONTENTS SHEET 1 NOTES GLAZING DETAILS 2 3.4 5-8 9 10 10 -11 11 12 ELEVATIONS DESIGN PRESSURE TABLES SECTIONS CORNER CONSTRUCTION EXTRUSION PROFILES PARTS LIST ANCHORAGE PRODUCT REVISED ar complying nil the Fbeida Bidding Cods Accepta.ct No E . halloo Dat Revd By FK Rand By F.K Rend By Draw" or F.K. Date: 3/17/03 Dews" 3/25/03 Ow" onc 12/17/02 Ann non A 8 Annkon C Owned By REVISE ANCHORAGE NOTE 4 ADO 13/1e I.G. & MOVE GLAZING DETAILS TO 8IEET2 NO CHANGE THIS SHEET Own 1070 TECHNOLOGY DRIVE NOKCMIS, FL 34275 P.0. BOX 1529 NOKOMIS. FL 34274 Viriblr Better Owelptbs NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT J°wgbde CA-740 NTS Most 1 d 12 Dewey Nn 7045 -8 Lucas A. Tumor. P.E. PE 458201 Mechanical 1/8" ANNEALED GLASS -- • • k-- 1/8' HEAT STRENGTHENED GLASS • .. • • • • .... .... • • • .... • • • .. • • • ... • • .. • • 5/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE r 7/16" LAMINATED GLAZING DETAL 00 .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f-- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS �- .65" NOM. GLASS BITE r 3/8" AIR SPACE 13/16" 13/16" I.G. GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE PRODUCT RFVISF.D as complying with the Florida Ridding Cods Acceptance No P Ex • • • Da Practice Control ...;.1. - 7 ,'O %) 02 Rvad Sy FK Road Lbc Fc Road Or Ora" Bp F.K. D,ec 3/25.03 Dares 7/10103 ar• 03/25/03 iu B . RoolaEnr C Rewisionr Uoci.e a REDRAW GLAZING DETAILS 6 ADD 13/16'1.G. NO QiANGE THIS SHEET 1070 TECHNOLOGYORVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 I P4 d Visibly Better GLAZING DETAILS . TS: ALUM/NUM CASEMENT WINDOW, IMPACT s,n.NOac C4-745 sue: smut NTS 2 r 12 Waft Ma. 7045-8 Lucas A. Tumor, P.E. PE $58201 Ma henlcal \y _,_ 1 as - ( \ r ... - - k 1- — ter • • • • • • • • • • • • • • • • CIGUTERLI • • -- • • •••gs •••• •••• • •••• MID.SI?AN ANCAOIR DETAIL • (8ER SHT. 1 NOTE 4) ANCHOR LOCATIONS 30" MAX. (SEE SHEET 1, DAYLIGHT NOTE 4) \ OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) T 13" MAX. O.C. COCATION SEE MID-SPAN ANCHOR DETAIL TYP. (2) ANCHOR OCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NO - E 4) 134" MAX. WIDTH 53" MAX. \ DAYLIGHT — 'OPENING 13" MAX O.C. 60" MAX. FIXED ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. L 30" MAX. DAYLIGHT OPENING 4" MAX. f 4" MAX. L_ 37" MAX. VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) / X SEEM ETING RAIL ETAIL :TYP. (2) L • IS NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 63" MAX HEIGHT 1 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING \ / 141/2" MAX O.C. TYP. ELEVATION "B" - 63" HIGH °XX" (SEE SHEET 5 FOR PRESSURES) f - / 1- ---- -I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) PIIODUCT REVISED as comp/yin wilb the Florida Bolding Cede Acceptance ND a -D 11. B E a Due /•VV11' .. By / /, . •�% .i el lam hodoet t:asiM Ai Div 56" DAYLIGHT OPENING 63" MAX. HEIGHT Rasa BF FX Rona Br F.K Rood Op FX ow.R er F.K. 3/17/03 Orte 3/25/03 7naas 12/17/02 Raisionw A B Ro.N""• c C7"rad By REV6EANCHORAGE CHANGE SHEET NO. REFERENCES AODHINGE LOCATION DETAILS 1070 TECHNOLOGY DRIVE NOXOMIS. FL 34275 P.O. SOX 1529 NOK040.5 FL 34274 VLsiby Better t".epd.n• " XX " & "XOX" ELEVATIONS ALUMINUM CASEMENT W /NDOW, IMPACT 0.47.0 I NTS 3 r 12 7045-8 I C Lucas A Turner. P.E. PE 158201 Mechanical • •• • • • •••• • •• •• • •••• • • s •. s • lin-SPAN • i•• •SHT.3 • • • •TYP. (2) • • 13" MAX. — O.C. 4" MAX. • •. • •••• .••. • •••• 32" WAX. WIDTH • 25" MAX. DAYL1GFIT • OPENING 65° MAX. DAYLIGHT OPENING I 141 /2" 4' MAX. MAX. O.C. ELEVATION 'C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPRO FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID -SPAN ANCHOR DETAIL -\> SHT. 3 TYP. (2) X. DENOTES HNGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HNGE DETAIL SHT. 4 72" MAX. HEIGHT 1 MAX. O.C. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. I — - 4" MAX. 37" MAX. WIDTH 30" MAX. E DAYLIGHT OPENING 97" MAX. WIDTH 1 56" MAX. DAYLIGHT OPENING L. 14 1/2" 4" MAX. L MAX. 0.C. ELEVATION "D" - 63' HIGH "X" (SEE SHEET 5 FOR PRESSURES) 63" MAX. HEIGHT 30" MAX. 53" MAX. -- DAYLIGHT DAYLIGHT OPENING OPENING J t / 13" MAX. O.C. SEE MID -SPAN ANCHOR _ DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING O ELEVATION °E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 41, NOTE: "X" PANEL NAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING TYP. (2) 1.. . I-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 37' MAX. VENT 60 MAX. FIXED ELEVATION "F" - 63° HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING - . 7f10/C3 63" MAX. HEIGHT PRODUCT REVISED as complying Mill the Mid* Belding Code Acrrytance Lion Date Radar AK Real ar F.K Rowel ar F.K dam Or F.K. 0.1r 3/17/13 oaa. 3/25/09 Dar 7/1003 Da" 12/17/)2 RaWalcoN A RnrY.n: 8 Raa!"r": C ra.aad ar F.K REVBEANCHORAGE CHANGE SHEET NO. REFERENCES ADOHINGE DETAIL & HINGE LOCATION NOTES Coe 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 I �T Visibly Better tarowlow ' XI " 0 ' , ' XO & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT t«wuarr CA -740 kW: I � NTS 4 12 o"r•a" 7045 -8 Lucas A. Tumor. P.E. PE 158201 Mod,anicai . • ' • •,, •,a•• ,• i • • i ••• •• • •• • • • • • / \ O , r • •• • • • •••• • •• •• • •••• • • s •. s • lin-SPAN • i•• •SHT.3 • • • •TYP. (2) • • 13" MAX. — O.C. 4" MAX. • •. • •••• .••. • •••• 32" WAX. WIDTH • 25" MAX. DAYL1GFIT • OPENING 65° MAX. DAYLIGHT OPENING I 141 /2" 4' MAX. MAX. O.C. ELEVATION 'C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPRO FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID -SPAN ANCHOR DETAIL -\> SHT. 3 TYP. (2) X. DENOTES HNGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HNGE DETAIL SHT. 4 72" MAX. HEIGHT 1 MAX. O.C. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. I — - 4" MAX. 37" MAX. WIDTH 30" MAX. E DAYLIGHT OPENING 97" MAX. WIDTH 1 56" MAX. DAYLIGHT OPENING L. 14 1/2" 4" MAX. L MAX. 0.C. ELEVATION "D" - 63' HIGH "X" (SEE SHEET 5 FOR PRESSURES) 63" MAX. HEIGHT 30" MAX. 53" MAX. -- DAYLIGHT DAYLIGHT OPENING OPENING J t / 13" MAX. O.C. SEE MID -SPAN ANCHOR _ DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING O ELEVATION °E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 41, NOTE: "X" PANEL NAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING TYP. (2) 1.. . I-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 37' MAX. VENT 60 MAX. FIXED ELEVATION "F" - 63° HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING - . 7f10/C3 63" MAX. HEIGHT PRODUCT REVISED as complying Mill the Mid* Belding Code Acrrytance Lion Date Radar AK Real ar F.K Rowel ar F.K dam Or F.K. 0.1r 3/17/13 oaa. 3/25/09 Dar 7/1003 Da" 12/17/)2 RaWalcoN A RnrY.n: 8 Raa!"r": C ra.aad ar F.K REVBEANCHORAGE CHANGE SHEET NO. REFERENCES ADOHINGE DETAIL & HINGE LOCATION NOTES Coe 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 I �T Visibly Better tarowlow ' XI " 0 ' , ' XO & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT t«wuarr CA -740 kW: I � NTS 4 12 o"r•a" 7045 -8 Lucas A. Tumor. P.E. PE 158201 Mod,anicai . • ' • •,, •,a•• ,• i • • i ••• •• • •• • • • • • • •• • • • •••• • •• •• • •••• • • s •. s • lin-SPAN • i•• •SHT.3 • • • •TYP. (2) • • 13" MAX. — O.C. 4" MAX. • •. • •••• .••. • •••• 32" WAX. WIDTH • 25" MAX. DAYL1GFIT • OPENING 65° MAX. DAYLIGHT OPENING I 141 /2" 4' MAX. MAX. O.C. ELEVATION 'C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPRO FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID -SPAN ANCHOR DETAIL -\> SHT. 3 TYP. (2) X. DENOTES HNGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HNGE DETAIL SHT. 4 72" MAX. HEIGHT 1 MAX. O.C. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. I — - 4" MAX. 37" MAX. WIDTH 30" MAX. E DAYLIGHT OPENING 97" MAX. WIDTH 1 56" MAX. DAYLIGHT OPENING L. 14 1/2" 4" MAX. L MAX. 0.C. ELEVATION "D" - 63' HIGH "X" (SEE SHEET 5 FOR PRESSURES) 63" MAX. HEIGHT 30" MAX. 53" MAX. -- DAYLIGHT DAYLIGHT OPENING OPENING J t / 13" MAX. O.C. SEE MID -SPAN ANCHOR _ DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING O ELEVATION °E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 41, NOTE: "X" PANEL NAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING TYP. (2) 1.. . I-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 37' MAX. VENT 60 MAX. FIXED ELEVATION "F" - 63° HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING - . 7f10/C3 63" MAX. HEIGHT PRODUCT REVISED as complying Mill the Mid* Belding Code Acrrytance Lion Date Radar AK Real ar F.K Rowel ar F.K dam Or F.K. 0.1r 3/17/13 oaa. 3/25/09 Dar 7/1003 Da" 12/17/)2 RaWalcoN A RnrY.n: 8 Raa!"r": C ra.aad ar F.K REVBEANCHORAGE CHANGE SHEET NO. REFERENCES ADOHINGE DETAIL & HINGE LOCATION NOTES Coe 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 I �T Visibly Better tarowlow ' XI " 0 ' , ' XO & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT t«wuarr CA -740 kW: I � NTS 4 12 o"r•a" 7045 -8 Lucas A. Tumor. P.E. PE 158201 Mod,anicai • •• • • • • • • • • • COMPARATIVE ANALYSIS TABLE 1. (BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5 ;16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13'716" (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT „ WIDTH • • 1025 • 241300 • 26.'500 • 50000 • 32.000 '34.000 36.000 70.0 70.0 B i b a• A Ate A. B, E. 26.000 .NEG .�b.o •80.0 .ob.0 -90.0 .90.0 -95.0 -90.0 9d.° -90.0 •90.0 :75.0 B .�. •' 37.000 B,E A B,E .75.0 .7. 0 -75.0 -75.0 -75.0 POS 70• 70:• 70.0 70.79• 70.0' 7C.0' 7C.0' 7C .b• 7C.6• 7C.1 7C,0 7C.b 7C.0 70.0 70.0 70.0 31.000 NEG -900 -901 90.9 •90 e •90! 8 • soe •90!0 •9■0 • 9790 1 -71x.0 0:75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0_ 36.000 NEG PO -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0, 70.0 70.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 S -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 - POS 70.0 , 70.0 '70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43.000 1 48.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.01 -68.4 POST NEG 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.01 -90.0 '70.0I -83.6 70.01 -90.0 70.01 -90.0 70.01 -61.8 70.01 -90.0 65.51 -57.5 70.01 -75.0 60.41 -54.3 70.01 -75.0 59.01 -52.8 70.01 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50.625 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 POS 70.0 70.0 70.0 70.0 63.9 70.0, 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 54.000 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 '-60.0 -90.0 -56.1 -90.0 - 51.8 -75.0 -47.9 -75.0 -46.4 _ -75.0 POS 70.0 70.0 '70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 60.000 NEG -90.0 -90.0 -90.0 90.0 -72.4 -90.0 .58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 70.0 70.0 -90.0 -90.0 POS" NEG 70.0 -89.6 70.0 -90.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 - 69.9 - 90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 FOS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 NEG -90.0 -90.0 -86.3 -90.6 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 - NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69.000 NEG -90.0 -90.0 -83.2 -90.0 -65.0' -90.0 - 49.8 -90.0 -43.9 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 1;4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) GLAZING OPTION: HEIGHT 70.0 -75.0 "XX" WIDTH 37.000 43.000 48.000 53.125 57.000 A A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 7C.0 7C.0 7C.0 70.0 70.0 31.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 43.000 48.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -74.4 POS 70.0 70.0 70.0 70.0 50 625 NEG POS 70.0 70.0 70.0 70.0 69.6 54.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -65.2 70.0 70.0 70.0 65.2 57.000 NEG -75.0 - 75.0 -72.1 -63.0 TEST REPORTS: FTL-3582 - POS 70.0 70.0 70.0 63.0 60.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 POS 70.0 70.0 69.5 60.8 63.000 NEG -75.0 -75.0 -75.0 -67.5 -58.0 POS 70.0 70.0 70.0 67.5 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 42.2 -39.7 39.7 41.11-38.6 38.61 - 44.8 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) ">0<" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAM (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 4.4.81-42.2 43.51-41.1 TEST REPORTS: FTL-3582 FTL 3729 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED ns complying with tbe !Witting Code By Da e Product Con Rond F.K. Revarl F.K. Rend Br teesmar F.K. Mar boor Baia A Checked 9r. REVISE TABLES 1 AND 3, GL4SS TYPE A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P. a BOX 1529 NOKOMIS; FL 34274 PAGT Vivihly Better ALUMINUM CASEMENT WINDOW, IMPACT NTS 7045-8 Rsc Lucas A. Turner, P.E. PE 468201 Muchsoicao 1-75.0 70.01-71.1 864.000 .0001 A -75.0 70.01 -75.0 70.01 -75.0 70.01 -75.0 70.0 -65.5 65.51 -57.5 57.5 1 -54.9 54.9 1 -5 51.8 1 -48.6 48.6 1 -45.2 45.21 -42.4 42.4 • •• • • • • • • • • • COMPARATIVE ANALYSIS TABLE 1. (BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5 ;16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13'716" (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT „ WIDTH • • 1025 • 241300 • 26.'500 • 50000 • 32.000 '34.000 36.000 70.0 70.0 B i b a• A Ate A. B, E. 26.000 .NEG .�b.o •80.0 .ob.0 -90.0 .90.0 -95.0 -90.0 9d.° -90.0 •90.0 :75.0 B .�. •' 37.000 B,E A B,E .75.0 .7. 0 -75.0 -75.0 -75.0 POS 70• 70:• 70.0 70.79• 70.0' 7C.0' 7C.0' 7C .b• 7C.6• 7C.1 7C,0 7C.b 7C.0 70.0 70.0 70.0 31.000 NEG -900 -901 90.9 •90 e •90! 8 • soe •90!0 •9■0 • 9790 1 -71x.0 0:75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0_ 36.000 NEG PO -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0, 70.0 70.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 S -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 - POS 70.0 , 70.0 '70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43.000 1 48.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.01 -68.4 POST NEG 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.01 -90.0 '70.0I -83.6 70.01 -90.0 70.01 -90.0 70.01 -61.8 70.01 -90.0 65.51 -57.5 70.01 -75.0 60.41 -54.3 70.01 -75.0 59.01 -52.8 70.01 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50.625 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 POS 70.0 70.0 70.0 70.0 63.9 70.0, 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 54.000 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 '-60.0 -90.0 -56.1 -90.0 - 51.8 -75.0 -47.9 -75.0 -46.4 _ -75.0 POS 70.0 70.0 '70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 60.000 NEG -90.0 -90.0 -90.0 90.0 -72.4 -90.0 .58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 70.0 70.0 -90.0 -90.0 POS" NEG 70.0 -89.6 70.0 -90.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 - 69.9 - 90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 FOS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 NEG -90.0 -90.0 -86.3 -90.6 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 - NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69.000 NEG -90.0 -90.0 -83.2 -90.0 -65.0' -90.0 - 49.8 -90.0 -43.9 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 1;4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) GLAZING OPTION: HEIGHT 70.0 -75.0 "XX" WIDTH 37.000 43.000 48.000 53.125 57.000 A A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 7C.0 7C.0 7C.0 70.0 70.0 31.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 43.000 48.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -74.4 POS 70.0 70.0 70.0 70.0 50 625 NEG POS 70.0 70.0 70.0 70.0 69.6 54.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -65.2 70.0 70.0 70.0 65.2 57.000 NEG -75.0 - 75.0 -72.1 -63.0 TEST REPORTS: FTL-3582 - POS 70.0 70.0 70.0 63.0 60.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 POS 70.0 70.0 69.5 60.8 63.000 NEG -75.0 -75.0 -75.0 -67.5 -58.0 POS 70.0 70.0 70.0 67.5 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 42.2 -39.7 39.7 41.11-38.6 38.61 - 44.8 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) ">0<" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAM (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 4.4.81-42.2 43.51-41.1 TEST REPORTS: FTL-3582 FTL 3729 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED ns complying with tbe !Witting Code By Da e Product Con Rond F.K. Revarl F.K. Rend Br teesmar F.K. Mar boor Baia A Checked 9r. REVISE TABLES 1 AND 3, GL4SS TYPE A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P. a BOX 1529 NOKOMIS; FL 34274 PAGT Vivihly Better ALUMINUM CASEMENT WINDOW, IMPACT NTS 7045-8 Rsc Lucas A. Turner, P.E. PE 468201 Muchsoicao COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1.2 -1(4 XOX"WINDOWS TEST REPORTS: FTL -3582 l FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS.3 /8" SPACE,5/16" LAMI -W/ 1 /8 "HS .090 1 /8 "HS) "0" WIDTH 70X'. W�$Tal - 4 F�EIG T , 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 KEG•?OS NEG POS NEG POS NEG POS NEG POS POS NEG POS NEG POS NEG POS NEG POS NEG POS 39.7 ••• . 3 . 6:000 •••• 72 QQ0. - A -75.15 - 7D.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 ,NEG - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 • B,E -Z5.0 7G.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 C -aQ.D J .0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 '3/'000 ••• • • &QO''0 "' • A -7U , 7Q.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.8 38.6 •B,E - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ••• 3 • • •' • 79'000 • : A - 15". b' 761.0 -75.0 70.0 -67.8' 67.8 -62.1 621 -55.7 55.7 -49.8 '49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 366 -36.5 36.5 - 7 6.15'70.0[ - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -9E' '7d.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 ••• 42.000 ••• • ;' 84000 • • • I • A - 1"50'10.0 ' -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 ' 564 -53.4 53.4 -50.0 50.0 -46.9 46.9 - 44.3 44.3 -41.9 41.9 B,E - ?S.Q''140 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _C -90!0 70'.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 _ ••• 11 90.000 A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.5 54.6 -59.3 59.3 -53.6 X 53.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 421 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 - -42.5 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.000 A -75.0 = 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 '-43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 -63.5 63.5 - 60.5 60.5 53.125 106.375 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4' -50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 - 36.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0, -76.4 70.0 -71.1 70.0 - 66.5 66.5 -63.0 63.0 - 60.0 60.0 -57.3 57.3 54.000 108.000 A -75.0 - 70.0 -58.2 58.2 -47.9 47.9 -44.5 - 44.5 -49.1 49.1 -45.3 `45.3 -43.4 43.4 -41.9 41.9 _ -39.8 39.8' -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 591 - 56.4 56.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -17.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 `39.1 39.1 -37.2 372 -35.4 '35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 700 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 700 -68.4 68.4 -63.6 63.6 -60.1 60.1 -57.5 575 -54.8 54.8 57.000 114.000 A -75.0 70.0 -56.2 56.2 - 44.8 44.8 -42.1 42.1 -16.2 46.2 -42.5 425 -41.2 41.2 -39.8 39.8 -38.5 38.5 -36.7 367 -34.8 X 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 700 -69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 700 -66.7 66.7 -61.8 61.8 -58.7 58.7 -55.9 559 -53.2 53.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 - 44.8 -41.3 '41 3 x -40.2 40.2 -38.7 38.7 -37.6 37.6 -36.1 36.1 �- 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 690 - 64.9 54.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 120.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 - 43.5 -40.4 404 -39.2 39.2 -37.6 37.6 - 36.7 36.7 -35.5 35.5 -33.7 `33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 673 - 63.3 53.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 • • •• • • • •• . • • • • • •: • TABLE 7.(BASED ON 1l4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" a4MI (3/16 "HS,.090,3 /16 "HS) ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH -90.0 70.0 4 X 1 2 0 X 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Florida 2::k!inl; Cud: A:;tpL2rre flo L ,irf110n Cate i - • • l ib ✓. "; ttc . RS,n�t' t e Product Dir; a L /;( 7 9/e Ansel By. F.K. uen: 3/17/0,1 F.K. Rene Br: F.K. Oman ay- F.K. 0.3 3203 O.n: 7710.03 D+.e 12/17/02 A RMMnr. 8 C Choctw ey REVSE TABLE 6. GLASS TYPESA & C ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET D.a: 1070 TECHNOLOGY DRIVE NOKJIAIS. FL 34275 P.3. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOVY, IMPACT CA -740 NTS 3...r 6 d 12 a^'`v w. 7045 -8 Lucas A. Tumor, P.E. PE 858201 Mach 3r.ca: COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "I/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 ". • GLAZING OPTION: A. 5/16" LAMI S1/8 "A,.090,1 /8 "HS) • • • "XO" / •WIDTH •: • • • • )104" *WIDTH o • • HEIGHT • 26.0(10 31.000 36.300 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 . tIEG POS NEG POS NEG POS NEG POS AEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 65.500 A •)5G! • 10.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 " -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , POS X 70.0 _NEG -75.0 70.0 •48.000 • 724400 A -?&0 •)0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •49.333 : •x4.900 A • 6!0 •'f0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 • 53.125 1.79.688 A ;7b5•01•7.0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 .84.9010 A -W •70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 • .000 90.000 A •?fna •?0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -83.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 562 -53.4 53.4 .614.000 96400 A •746 00.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 •491000 A .75.•70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -523 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 ,.74.917 496.375 A -76.0 ?0.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 -48.3 48.9 -45.8 45.8 -42.8 428 -40.3 40.3 72.000 ° M 986 9& A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 5h.3 -51.1 51.1 -47.3 47.9 -44.8 44.8 -42.2 422 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 _ -67.9 67.9 _59.0 59.0 , -52.8 52.8 -49.9 49.9 _ -46.4 46.4 -43.5 43.5 _ -41.1 41.1 _ -38.6 38.6 :• •. • • .. • . • : • •• • •. • e TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.0 [ 70.0 TABLE 10. (BASED ON 14" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/1E" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "YOX" WINDOWS IS LIIAITED TO 41.3 P.S.F. 1 3 X 0 1. 3 X X 0 0 X PRODUCT REVISED complyia9with the Florida Uui:iing Code Acccpinaceto/ /.. 1 E irulioa Dale - /awl ,a4, B Riam ' deProduetC Di.' - 7/60703 lined Br. F.K. lined er F.K Rase er. F.K. O .a" e F.K. 3/17/03 46: 325/73 Dab: 7 /104W CLAW 12/17/02 RartaQJ: A Ra.4n"a 8 Ram : C Gadua er REUSE TABLE 8, GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Oar: 1070 T DRIVE NOIOMIS, FL 34275 PD. BOX 1529 NOK)MIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT S",...we.r CA -740 ea.,. NTS sn.r 7 a 12 a+c 7045 -8 luca3 0. Tumer, P.E. PE 458201 Medlanicai • • • •• • COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR 414 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5116" LAMI (1/8 "A,.090,1 /8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) l I FTL -3582 E. 13/16" LAMI 1/8 "HS,3 /8" SPACE 5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) FTL -3729 • • • FEIGH 43.000 NEG POS -74.1 70.0 "COx" emir FIxFJ .. "IrtIDTH WIDN ' . A. 69.264 19.125 31.0t4 1 • S.919 .•• 9 &.973 . •• '1b .649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 In . . . 2‘1,0 00. - -• 26'500_ • 36bbb. •••• 32.000 33.687 34.000 34.791 35.896 36.000 37.000 • • 38.91% • 42.973 • 48.649' 51.892 54.627 55.135 •56.418 58.209 58.378 60.000 C. .. 4. , I -C• • •4. • A: B,E c A B,E C A B,E C A B,E , C A B,E c A B,E C A B,E C A B,E C 50.625 NEG POS -60.6 60.6 26.000 NEG POS -75.0 70.0 -75.0 -90.0 -75.0 -75.0 -90.0 - 75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 - 75.0 - 90.0 - 75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -75.0 70.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 7 0.0 7 0.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG POS -75.0 70.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 =90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -90.0 -75.0 -65.8 -47.9 -75.0 -85.0 - 46.7 -75.0 - 82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 ' -43.5 -75.0 -77.1 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48.000 NEG POS - 64.9 64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 64.7 41.1 -75.0 -73.1 -43.1 70.0 46.7 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 700 44.3 70.0 70.0 43.1 70.0 700 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 54.000 NEG POS -58.1 58.1 -75 0 -90 0 -441 -75 0 -491 -75 0 -87 0 - 44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -414 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -38.8 - 75.0 -60.5 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 70.0 70.0 70.0 70.0 42.7 70.0 70.0 64.1 40.2 70.0 62.5 70.0 60.6 38.8 70.0 37.7 70.0 59.1 57.000 NEG POS - 56.1 56.1 -75.0 -90.0 -41.6 -75.0 -90.0 - 46.2 -75.0 -81.9 -75.0 -69.7 - 40.7 -75.0 -75.0 -61.0 - 39.3 -75.0 -60.5 - 38.7 -75.0 -37.7 - 75.0 -57.6 -37.6 -75.0 -36.7 - 73.3 - 55.9 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 70.0 70.0 55.9 60.000 NEG POS -75.0 -90.0 -39.2 -89.4 -43.6 -75.0 -77.2 -40.1 -66.3 -38.6 -75.0 -61.4 '-37.5 -74.9 -58.4 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -72.3 -54.6 -71.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 65.3 70.0 61.4 37.5 53.4 37.3 57.9 53.5 33.2 70.0 54.7 70.0 54.6 35.5 70.0 63.000 NEG POS -50.5 50.5 -75.0 -90.0 -36.9 -85.2 - 41.1 - 75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 70.0 36.9 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 68.6 51.9 68.5 51.7 33.7 67.4 -xo. & '.ox. WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) • TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND I ALL "XO" or"OX" SIZES UP TO 97.000" WIDE x 63.000" HIGI- WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX' AND "X0X" WINDOWS IS LIM TED TO 41.3 P.S.F. Rood ilyy Rand fkms F.K. Omen Er F.K. Door Dow Roviadd A Rowdord A00 GL4SS TYPE E TO TABLE 11 NO :RANGE THIS SHEET own 1070 TECHNOLOGY ORME NOR:WIS. FL 34275 PO. BOX 1529 NORCO415. FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT odoodood dor Rod 7045-8 0 UNEQUAL UTES 0 UNEQUAL UTES UNEQUAL UTES PRODUCT REVISED as eerily/yin with the Flats ttuldisg Code ACC4ptattce No 7426 3 PE #58201 • • . • • o • • • • • • • • • • .. • .. • • • • .... • • • • ... • ••• • • • • • ... ... • .. • ... • ... • • • • • • • • .. • .. • • • • • .. MAX. HEIGHT (SEE SHTS. 3 & 4) .. .. • • .... • • .... • VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME .7 REFERENCE "XO" &'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT.3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX yr w MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 67 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX ASSEMBLY DETAIL, SHEET 10 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying wi d the Florida B edding Code Acceptance No Es intbo Date • - 74o %3 F.K as F.K 7/...a.,: F.K. Oman ay F.K. w.: 9/17/03 tleine 3/25/03 Oa: 7/10.V3 Dale ?hrawa 12/17/02 A Rewielene 9 NO GHGG THIS SHEET A0013116' L0. GLUING BEAD ITEM SHOW TOP HINGE 1070 TE HNOLOGY ORIVE NOIOMIS, FL 34275 PD. BOX 1529 NOKOMIS. FL 34274 Visibly Better SECTIONS TM: AL UM!NUM CASEMENT WINDOW, IMPACT S"rsne..t srr CA -740 NTS Sive 9 d 12 I 7045 -8 C Lucas A Turner, P.E. 9E958201 Mechanical • • • • •• • .• • • • • •• • .•• • • • •. • ••• ••• ••• • ••• • •••• • •••• • • •• • • •• • • • • FRAQ MSSEMBLY 0••• FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 • • • • • "XX" FRAMEreSEMBLY DETAIL TUBE' MA,TX: 6063 -T6 "X' FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN •• • ••• •• "X" FRAME JAMB, 1 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT NID -SPAN 'O" FRAME JAMB SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE Rea SASH FRAME TOP OR BOTTOM RAIL 1.159' 2.139" D ASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .438" 2.854" .062" NOM. 3.544" .062" NOM 1 t 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 4 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A PRODUCT REVISED 13 ewnpiyini With the Fierib Bu Cods Acceptance No ration Doi r-� ? /o /v 3 os.ssior F.K F.K FK. 'bs.n F.K. '17111 Y2SroD7 7/10/03 Oar 12/17/02 A 8 REVSED FRAMEASS'Y DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TE. HNOLOGY DRIVE NO10541.4. FL 34275 P.7. BOX 1529 NOKOMIS, FL 34274 FAG" Visibly Better EXTRUSIONS & ASSEMBLY DETAILS T•. ALUMINUM CASEMENT W/NDOW, IMPACT s.kwr• NTS sn.a 10 + 12 *wasp 000. IYAr 7045-8 I C Lucas A. Tumor. P.E. PE 158201 M1aL0nlwl ITEM DWG # PGT.# DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & IAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1.G.) 86 13/16" LG. GLASS (l /8 "H$3 /8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LICFS OF I /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB • ••• • •• • • •• •� • •• •• • • ITEM 2 3 4 I•l 7 9 ••A ••M L/12 ••1 15 • w 16 • 17 •••12 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG# 7002A 1155 7008 • •• .7(104).• . 1 •; 207 • 7009 7 • 7 Q• ••• • 44)14 • 7(13 7015 7028 7dz3 • 9l?35 Mt• 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 • •• "7aTPQA; • 67017K. • • • PARTS LIST PGT. # DESCRIPTION MAIN FRAME - HEAD, ST.I. & IAMBS 781PQA #8 X I QUAD PH SMS FRAME CORNER KEY 12 "X1/2"X1 /8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .1875(240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE #I0-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (F H. & L.H.) 08 X .875 PH. PN. SMS TIE BAR GUIDE • TIE BAR ASSEMBLY •• ••••• MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. &R.H.) 7858ZA #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" 111NGE (HEAVY DUTY) 71Ox12FP #10 X.500 PH. PHL. 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (t/SHS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6ES & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16`) GLAZING BEAD (7/16 ") 60P247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 61635K SCREENSPLINE - SERRATED 60976 CASEMENT SCREEN CUP 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASSY. TUBE 712XIPPT #12 X 1" PH. PHIL. TEK LOCK SUPPORT PLATE LOCK SPACER 711573 SNAP -ON T- HANDLE KNOB ;FLDHD FOLDING HANDLE • • • • • .706" .865" .050" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" �( r 1 .350° -- iF—iF.865" E 7I16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040 " --- If--I- 1.000" .423" --- 50)CASEMENT SCREEN FRAME MATL: 6063-T6 DWG# 7006 ---j I--- .172° .870" 1I .050" F� .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 —�I 1,124' F--- .125 " --- .062" ' .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 993' .289 " .040" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701" PRODUCT REVISED as complying with the Florida Buidiog Cade Acceptant No iratioo Date /,C - /,. ,, By t/!. Mlaml o • Prated Divid G 7 3 ter»: F.K. Road a F.K. Rnea F.K. G""" 87 F.K. 3/17/03 3/25/03 Dow 7/10/03 12/17/02 A lLd,c+r: B C cn.clw er, NO CHG THIS SHEET ADD 13/18' I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET 1070 TE.HNOLOGY DRIVE NO?OWIS. FL 34275 PD. BOX 1529 NOKKMIS, FL 34274 Visibly Better t PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT s.•rr*ea"r CA-740 NTS rn..t 11 > 12 ORIWIQ 7045 -8 c.. Lucas A. Tumer. P.E. PE 858201 Mechunical • •.•• • • • • •• • • • • • •• • • •• 1/4" MPX S?M •• #12 RR414, ••• •. • ••• • ••• • ••• • ••• APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) •••• ••• •••• EMBEDMENT • • •••• OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: •••• • •t 11rr • • 1M41. APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1 /4' MAX. SHIM 3/16" OR 1 /h" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME 70 CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1/4" MAX. SHIM r- #12 OR #14 SCREWS I r. 1/4 "MAX. SHIM 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 12" OR MORE THICK (SEE NOTE 2) 1 1/2° MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) -� 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. X1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED v eomplyigl with the Fioe da Balding Cols Acceptance No Inion Date Rend Dr F.K. ;brae 1 Ely FK wKe F.K Olson Br F( 3/17/03 Ore 325103 D.. 7/IO03 Oar 12117/72 A B Rnisianse C Cheri a7, AOCEO #14 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET Gate: 1070 TECHNOLOGY DRIVE NOKMIS. FL 34275 P.7 BOX 1529 NOKOMIS. FL 34274 Visibly Better DaesOfIcft ANCHORAGE DETAILS TRW ALUMINUM CASEMENT WINDOW, IMPACT CA-740 a.), Sheet NTS 12 - 12 a••••� 7045-8 C Lucas A Tumor, P.E. PE158201 Mechanical TYPE UNITS WIDTH SLAT PRSJ. X BEAN Y BEAM ARMS 1? PIPE PILAS. STYLE MAINLINEr IMPERIAL PRESIDENT METROWING METROWING PATIO STORM PANELS 24. GA . STEEL ALUMINUM ALUMINUM LOT �BLQCK SUBDIVISION GO O �2 0 7L/ /S "7i/hvi/ 5,74 r' AWNING SHUTTERS W REDWOOD ALUMINUM STYLE MAINLINEr IMPERIAL PRESIDENT METROWING METROWING PATIO STORM PANELS 24. GA . STEEL ALUMINUM ALUMINUM 4 EXECUTIVE OFFICES AND FACTORY 6- 435 EAST 10th COURT . HIALEAH, FLORIDA TELEPHONE (305) 885 -4672 NAME PLOT PLAN 7i4 ADDRESS (7/ /tI /OO � Sr 2. INDICATE ELECTRIC SERVICE FROM POLE TO HOUSE. LEGAL 1, DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH LOT LINE. 3. ON PATIO INSTALLATIONS SHOW LOCATION OF SEPTIC TANK AND DISTANCE FROM HOUSE. ADDRESS REPLY TO: P.O. Box 945 Northwest Branch Miami, Florida 33147 SEE HEADER ANCHOR --L__ NOTE HEADER HINGE W NG OPEN 3/8" SPACE ROLLED SLAT AWNING OPEN HEADER HINGES TYPE 72 TYPE -57 SMALL AWNING INSIDE SLATS OVER HINGES 5/8" SQ. BUTT JOINT TUB INSIDE SLAT TYPE III -72 SEE DETAIL'Z' SECTION I A -A' r . 8 SCREWS TYE CAMEL BACK 8 3! BOLTS j " .090 BRACKET Mr WIDE �y / / (oonoNU) _� WINDOW MULLION ,055 - MIM. L II/ 2"X 11/2"X I /8" ALUM. 2 , 3/16" STL. BOLTS EA. HINGE 2 * 4SCREWS EA. SLAT 2 "X 3" HINGE STL 2-3/16 "STL RIVETS HEADER HINGE DETAIL 2- ANCHOR SEE SCHEDULE 7 /8 "O.D. TUBE .049" WALL 1/4" BOLT 3/4"0.p. TUBE .049 WALL CAMEL BACK .080" '.' 1/4 "DIA. PIN ING HINGES PURLIN "XI "STL WING HINGES TYPE I1 SMALLER- 12 "C.C. ALL OTHER TYPES - 8 "C.C. EA.PURLIN I" SUPPORT ARM 1 -168" 2-240 5/8" SQ.BUTT JOINT TUBE L 3 I/2"X I"X I/8"X 3/4 TYPE III ONL� ip per& DETAIL 'Z' 1 V2 "X 1 I /2 "L *8 SCREWS L 3"X I "X I/8" (3/4" ,- OPTIONAL CAMELBACK ��. (2, I0 -32 BOLTS. 2 AWNINGS ON A COMMON ARM WHEN LENGTHS GREATER THAN 120 "ARE REQUIRED A COMMON ARM MAYBE USED 5 /8 "SQ.BUT JOINT TUBE .040 ALUM. 5 /8 " SQ. BUTT JOINT TUBE SLAT *8SCREWS 0 7" C.C. EACH SIDE 1� x .664 "STIFFENER 10 -32 BOLTS I �/ 2- 168 5/8 "SQ. BUTT JOINT TUBE 3 -240" ' "DIAM. BOLT SLAT *8 SCREWS ON 7" C.C. EACH SIDE *4 SCREW EA. SLAT * 8 SCREWS ON 7 "C.C. L I I /2 "X II /2 "X 1/8" ALUM. IN 4 6 STL HINGE WITH *6 SCREWS WING FOLDED - L 31/2 ° X I "X V8 "X3/4" LG WITH 2 *8 SCREWS -STORM LOCK 1 ANCHOR,SEE SCHEDULE SECTION'B -B' SCREW A. SLAT fi rgr iA ms 21/8" al SECTION HAT PURLIN 'X' *4 SCREW EA. SLAT SECTION HAT PURLIN REVISED 6- I11-67" ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE CABANARAMA IND. MAINLINER AWNING WAS DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ON SO. F LA. BLDG. CODE. ALUMINUM ALLOY0F AWNING COMPONENTS ROOF SLATS 5005H34 BUTT JOINT TUBE OR RAIL 5005H34 HEADER d NOSE ANGLE 606375 HAT PURLIN'X' 3003H14 HAT PURLIN'Y' 6063 T6' WALL ANGLES 606375 STORM LOCKS 6063 T5 STIFFENER 3003H14 ARMS,CAMEL BACK &PIN 3003H18 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNING81 THE CABANARAMA INDUSTRIES INC. CERTIFIES TEAT '1'118 ALLOY AND HEAT TREATMENT OF ALI. METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS - INSTALLATION. THI8 AWNING MUST BE CLOSED AND SECURED TO THE MALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE JORDAN*103 WITH I /4X11/2" LAG SCREW OR SUPER GRIP I1/4- 20 X I V2 -18.8 S.S. BOLT ASSEMBLIES PAM — I HOLLOW CONC.BLK ACKF JOHNSON 1/4 -20 'LONG 4 WING TOGGLE SCREW ANCHOR OR 3/16'X1 DIAM DRIVE NAIL ��- nI�PJRLIN CHAr+GE , CABANARAMA INDUSTRIES, INC. d-b-a MIAMI VENTILATED AWNING 16.4160 VO SMITH - JOINER & ASSOCIATES 11•0o wIEST .LAOL[11 • MIAMI. FLORIDA C O N S U L T U N G [ N O I N[[ R• "" ^N -41 16Y6^F.W 1 — A. 1 61 6 "l1 wJw MOW M. TOSMAcTON WALL moire A6A. r•M>dM Y rra woo= morml• 6T)U wear 1 4111 1 Oil M A[NLMNER W000 NO. 10- I I/2" LG. WOOD SCREW OR I/4 "XII /2" LAG SCREW STORM LOCK ON TYPE-72 STORM LOCK ALL TYPES HEADER WING FOLDED AWNING CLOSED .4 a 2 'N n N w a. 1- x a In 9 LI a 1- HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE 5" '"I 27,5 "MAXI x h E TYPE I TYPE II TYPE III 45" MAX. 84" MAX. 190" MAX A'16 PLAN OF AWNING I` A L-A TYPE I-57 TYPE I - 72 5/8" SQ. BUTT JOINT TUBE .040" WALL 9" C.C. MAX. N m N X X In N N 13 p p EJ TYPE II-57 TYPE IC -57 TYPE II - 72 TYPE DI-72 PURLIN - LOCATIONS SHOWN MAY VARY I" t. 5/32" T 3/16" _ 5/16" 1" 3/16" 5/32 ° � F- 3/16 I ° 019" ROOF ROOF SLAT 10 Permit No MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT PPLICATION FOR ELECTRICAL PERMIT 2 - Y Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Li. ..1 77/ Registered Architect and/or Engineer Employing Electrician's Name -1 E No / 1. Ce: : Street 14 Jr; L C 4- No (:;> 2 /1 - 4 7: Street Location and Legal Description Lot Block Subdivision Street and Number where work is to be performed—No Street State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs No. of Stories v• Overhead Service Underground Size Feeders Conduit Main Sw Amps Type of Installation—Conduit Tubing B.X.L Metal Moulding Amount of Permit $ (Signed) STATE OF FLORIDA, } COUNTY OF DADE. ( The undersigned applicant for this building permit does hereby certify that he understands and a labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to licensed by Miami Shores Village. SS. (Signed) Main Fuses Amps cal Inspector. ccepts his oblig as an employer of of Florida Pe ent Supplement, and sub-contractors employed by him in the of the work such public notice or notices be performed under this permit, as are Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECUP'T'S FIXTURES NO. LAMPS REFRIO. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST CHECK _3 ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP MOTORS 1.5 HP NEON TRANS. RADIO TOTAL CONTR. LIST / --- "41:2. I Z; CHECK Permit No MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT PPLICATION FOR ELECTRICAL PERMIT 2 - Y Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Li. ..1 77/ Registered Architect and/or Engineer Employing Electrician's Name -1 E No / 1. Ce: : Street 14 Jr; L C 4- No (:;> 2 /1 - 4 7: Street Location and Legal Description Lot Block Subdivision Street and Number where work is to be performed—No Street State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs No. of Stories v• Overhead Service Underground Size Feeders Conduit Main Sw Amps Type of Installation—Conduit Tubing B.X.L Metal Moulding Amount of Permit $ (Signed) STATE OF FLORIDA, } COUNTY OF DADE. ( The undersigned applicant for this building permit does hereby certify that he understands and a labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to licensed by Miami Shores Village. SS. (Signed) Main Fuses Amps cal Inspector. ccepts his oblig as an employer of of Florida Pe ent Supplement, and sub-contractors employed by him in the of the work such public notice or notices be performed under this permit, as are Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. MDAMD SHE3 ES VOLLASE BUILDING INSPECTION DEPARTMENT APPLVCA1'V ®N FO l" BUVV_®VNG E Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ,'// Date Fe I97/ Owner's Name and Address /C7.5 6 NJLLE., cJS7/ N No /71.,4± Street ,,,,,, Registered Architect and /or Engineer Name and address of licensed contractor__ a., .7L Location and legal description of lot to be built on: Lot_�U Lv 7 " Block Subdivision....__._. �M( Street and Number where work is to be done / 2/ NE Op ✓'f Disapproved (Signed) Date Building Inspector MOT -s Sc / 4ea, State work to be done and purpose of building (by floors) /� / �9G / A , '.l rs- = - - g/ /erz1=.. , Gve et/ .Doea cl /, / and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 3 Amount of Permit $ 69 • e e7 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be poste • i - ection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only su subcon, actors, on work to be performed under this permit, as are licensed by. Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No / a , 9 7" Date 2 — 5/-- 7s Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires • PLANING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of 81.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Registered Architect and /or Engineer Name and address of licensed contractor__ " Location and legal 91 scrip ion of lot to be built on: Lot_ beq> / v " 7 / Block / - S t r e e t and Number where work is to be done /,! 1 Permit No Disapproved (Signed) Building Inspec r MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. j� � 7-/".1.1 Date. Owner's Name and Address.. AS . 5 - Date Dat • Subdivision !` / /h•''' /1 "/ /O • State work to be done and purpose of. lauilding (by floor � x s .P • 2 - No /7l Street New Building Remodeling Addition Repairs No. of Stories To be constructed of . .wmo j Kind of foundation \ R000f�overing Estimated Total cost of improvements $ �� ' 1� Amount of Permit $$ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to • The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contr . tors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection o• site of e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontracto • work o . performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) - _ Read, Sworn to and Subscribed before me. ,197 76 and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ? 3 13 Notary Public, State of Florida My Commission Expires ANNING BOARD DATE Chairman Member Member _.._ Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES VIELLAOE BUILDING INS•'ECTION DEPARTMENT APPLICATION FOR BUILDING PE 1= MIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ` / Date ^� 26 , 19 7 ) Owner's Name and Address /4 t S S PE: C I C t! Os 1 ti No. /..7 / Air Street / D O S'7' Registered Architect and /or Engineer Name and address of licensed contractor Location and legal 51 scriptionn of lot to be built on: Lot 2 O "k. (AJ 7 Block • /5 Subdivision /•9^/e ' 2 Es S .E C 1 Street and Number where work is to be done 7/ Ale. /a ° S - _ .:,�? e<a . State work to be done and purpose of building (by floors) 7 ' 6P.- - 9 cE • - C 2 � • a Gvi W/n/De . 5 f /1 pi; e4c . re4/0 S -s /4/ 4 /1' 6" //tr6-iL d ∎/i 7' ✓� G __ /74-4r nt 2-9 6 . __, ee-- 6"CC_k1T 2' l2 ooh 'fIor no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundtion Roof Covering Estimated Total cost of improvements $ 7 Amount of Permit $ -- Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such con ctors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) ?G 6-e -9 7E Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No i 8'7 Y Date /— 2---4P-- 7 / Read, Sworn to and Subscribed before me. Disapproved � - � - -` D (Signed) Building Insp-• or My Commission Expires Notary Public, State of Florida to me well known, LANNING BOARD DATE Chainnan Member Member Member Member ..... _.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.