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1217 NE 100 St (16)P4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (0 1 Type Insp'n t IA.QA—' C,4 C Ind-Q LtQ Permit No. o{+— C 5 Name &S • 0Qt e.,)4— Address Lg--/ 7 t /O 0 Company MA4/0-e, `L 4 ?d7U� Phone# 305 - c-( 02 7 7 Inspection Date co l« (C) Approve Correction ❑ Re- Insp'n Fee ❑ O�� 1 1004 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) k g 04 Phone # 3 S 1 1 1 4 Owner's Address l (7 AJ 1 0 0 5"-- City /'13sf '// - /1 rT State / L--d/L / c),Q Tenant/Lessee Name Phone # 1f - R -O© - G( Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address / l J /" G- 7 S r City / e State Qualifier // S�S�7 l-/? F - /c.- -'7 PC ?7,8,50 03° Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 751v (?- Miami Shores Village Building Department i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Jib s t OF C" /4vv6 Type of Work: ['Addition ❑Alteration New ® Repair/Replace ❑ Demolition Describe Work: et t s f v, /,v /�✓ }�v% /Ai //tJ/) / , -uS Master Permit No. Zip Zip ? 3 6 /// Phone 3a� J'7 s' 6'7 Square Footage Of Work: 39' Cuy// //e ,c'^ir� 7 6 .9 GC . ......*.....................F a Submittal Fee $ J 0° Permit Fee $ 13 /� /, CCF $ ` g© co,cC Notary $ '" Training/Education Fee $ ! en Technology Fee $ 3,. 3 C3 Scanning $ c ` Radon $ �' Zoning -- Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ` 1 S • ft 3 (Continued on opposite 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 issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / 7 The foregoing instrument was acknowledged before me this/ 7 day of ✓y / 1 / , 20 e 1/, by /1" 4 4' Lf-7l S cw •') , day of / , 20 0 V by Lff yj, - mee- ---i 6 w _h_ o_ is personally known to mg or who has produced who is personally known tom or who has produced _____A g As i . - ation an . to id take an oath. as identification and wh ' • d take an oal. g N • NOTARY PUBLIC: IPA l'il Sign: ii #A" g i 0 P NOTARY PUBLIC: Sign: Chc 12/15/03 Print: l.: :r Pr.I L aJ 7 G ° "i . " Print: Francisco dun Vila L L i Z ' If i�/ , t T €�a ,} • MY Commission 0D230913 My Commission Expires: /L' 2 y / �Pt s, l k . Expire er 28 2007 �/ � 4? *************************************** m*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** j is (Certificate of Competency Holder) My Commission Expires: /D /Ji APPLICATION APPROVED BY: State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -675 Printed: 5/20/2004 Applicant: ALBERT & KRISTINE ANDERSON Owner: ANDERSON ALBERT & KRISTINE JOB ADDRESS: 1217 NE 100 ST Contractor HOUSE OF WINDOWS INC Local Phone: 305 - 887 -8767 Parcel # 1132050090631 Signed: (INSPECTOR) Building Permit Contractor's Address: 195 EAST 9 STREET Page 1 of 1 Legal Description: 5 53 42 EARLETON SHORES PB 43 -80 LOT 2 BLK 5 LOT SIZE Fees: Description Amount FEE2004 -5169 Building Fee $135.00 FEE2004 -5170 CCF $4.80 FEE2004 -5171 Training and Education Fee $1.60 FEE2004 -5172 Technology Fee $3.38 FEE2004 -5173 Scanning Fee $21.00 Total Fees: $165.78 Total Fees: _ $165.78 Total Receipts: $0.00 IES:7 i Permit Status: APPLIED Permit Expiration: 11/15/2004 Construction Value: $7,500.00 Work: WINDOWS 12 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPtCTION PERMIT N O . 1 3 P ° J 67 TAX FOLIO NOX if - O 2 " - Go 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: //77 #W/sIbli-71Q”/--,k 2. Description of improvement: /� �-K� sCi //- i11. e- 4 7 L c 3. Owner(s) name and address: i91/ )'t Z7 Sv /2 /7 /'/E` /op 5 T /&»' <5 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /f72c/S r S i /7 5. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: `Sign of Owner Print Owner's Name Print Notary's Nam / ry , -�Ao, 2) L✓f My commission expires: 123.01 -52 PAGE 4 8/02 Francisco Joaquin Vila My Commission DD230913 a d Expires October 28 2007 23 O/ v 111111111111111111111111111111111111111111111 CIFN 2004R04.o7940 OR Bk 22337 Ps 0413; tips) RECORDED 05/26/2004 09:34:40 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COLJHTY1' FLORIDA LAST PAGE c contr t gTEOF LORIDA, COUNTY OF DADE r♦ Rtlpn Mat this rs klie?opy y of the b 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, 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 diff4eren Iate�is ! � specified) at re Sworn to and subscrib fore 4 0 is /7 day of 9/ Notary Public l% , 2 0(%x. Prepared by Address: acealz / /7/ ) /dz ' ' `f -/ /// M I A M I•DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Pcr Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/28 /2001 MIAi•1I -BADE COUNTY. FLORIDA METRO -DADE FLAG(.ER BUILDING OUILDI C COM OFFICE NIIiTRO- I)AI)I 1:1A(11.1'.le BUILDING 14(1 WEST I'I.r1Cil.EIe S I RIili'I', SUITE 1603 FLORIDA 33130 -1563 (3(15) 375 -2901 FAN (305) 375 -2905 CONTR. \(TOR t.I(FNsINC SECTION (305) 375.2527 FAN (305) 375.2558 CONTRACTOR rOte ENFORCE :MEN1' DIVISION (.105) 375.29x6 FAX (305) 375.2908 -675 I IU)Itl (( - 1• CON'I'I/DI. I11\'ISIO \' (305) 375.2 FAX (3(15) 372-6339 Your application For Notice of Acceptance (NOA) of 1"x Std. Nall - Aluminum Tube Clipped Mullions under Chapter 8 ol'thc Code of Miami -Dade County governing the use of Alternate Materials and "Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this prod.µct or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the u•sc of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by 13000 that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division TIIIS IS'1'IIE COVEI2S1IEET, SEE AI)D /T1ONA1, PAGES F012 SPECIFIC AND CENERA1, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE, This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. Francisco J. Quintana, R.A. Director Miami -Dade County 1uilding Code Compliance Office 1 1s045000 ( \pc2000\ltemplates1nouce acceptance cover pag Internet mail address: postmastcr(q')building o lc� #tl . S? n ' F termite: h( tp : / /wwv.•.buildingcodeunlinc.com PCT Industries 2 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 2 8 2001 JUN • 2 8 2006 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Standard Wall - Aluminum Tube Clipped !Skillful' and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, 1'.L., bearing the Miami -Dade County Product Control approval stamp; with the Noticc of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either I x2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, scc corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referenced above and also listed in the individual window's Noticc of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREhIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acceptance, with mullion option indicated. 6.1.2 The Noticc of Acccptancc of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florid; Building Code (SFBC) in order to properly evaluate the installa ' n of t system >), Manu Perez, P.E. Product Co Produ - ontrol Division Examiner PG"i' Industries 3 9. This Notice of Acccptancc consists of pages I, 2 and this last page 3. END OF TiIIS ACCEPTANCE ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE Or ACCEPTANCE: STANDARD CONDITIONS JUN 2 8 2001 JUN 2 8 2006 I. Renewal of this Acccptancc (approval) shall be considered aflcr a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically bc cause for termination of this Acccptancc, unless prior written approval has bccn requested (through the tiling of a revision application with appropriate (cc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acccptancc number preceded by the words Miami -Dadc County, Florida, and followed by thc expiration date may be displayed in advertising literature. 'laity portion oldie Notice of Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acccptancc 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 tints. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptancc, Manu Pcr'z, P.lr., Product Co.trt5? xaniincr Produ 'ontrol Division GLAZING PRODUCT GLAZING PRODUCT 1--W l w 452 - ANCHORS: TYPE TP. C OR b' YULUON 807)1 ENDS\ / W - WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 CF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2. 3 AND 5 Y' OR b" BOTH ENDS 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT do NON- IMPACT 4. REFERENCE TEST REPORT FTL -2962, 2903 AND 2975 GLAZING PROOLICT GLAZING PRODUCT H/ H - H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = h/ OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE. 9" C' OR b' 80TH ENDS Robert � y6r k, L Q P.E. #39712 SM nlrAl HW I W GLIZING PRODUCT TYP. MULLION N GLAZING PRODUCT G7AZINC PRODUCT INDUSTRIES 2 W2 W W - WI +W2 H HIFH2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H 1 +'I2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 Rwmd Ry. rot L10-n Or r l.: P.J.P. Cnkd ny pot. Dow 4/28/DO ARRANGEMENT DETAIL �W I— — W2 —I—W3— W W - W1+W2 +W3 H - HI+H2 MUl TIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1+42 -W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 " STD. WALL MULLION Sa.i.. /YOdM Scd.: SA..1: 1070 TECHNOLOGY ORNE P.O. BOX 1329 NOKOYLS Ft 34275 NOROYIS. 11 34274 MULLS NTS 1 0l APPROVED AS CCMPLYWG \M111 DE SOUTH FLORIDA BUILDING CODE JU NTROL DIVISION BUILDING CODE COMPUAIICE OFFICE ACCEPTANCE NO. 00 - Q4 z .OS' Rm.:nu No 6620 TYPICAL MULLION TO MULLION INSTALLATION TYPE .. A" r .2- OR TYP CAL MULLION TO STRUCTURE WITH WOCD BUCK TYPF "R" NOTE; I. FOR MULL SIZE AND OuANTITy OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF ANCHORS FOR MULL-T0-CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP-TO-OPENING. 2. REFERENCE TEST REPORT 17L-2902, 2903 AND 2975 IMPORTANT OuANTITY 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. P.C.T. . &RADON —\ rr• TYPICAL MULLION TO STRUCTURF WITH w000 _RUCK REMOVED FROM CONC. TYPE "C" r _2- OR TYP CAL MULLION TO STRUCTURE WITH W009 BUCK AND CONC. TYPE APPROVED AS COMPLYING MN YNE SOUTH FLORIDA BUILDING CODE OA BY P• • ROL DIVISOR d ip 8 Ac ut a ul p7,,,c7 c io c° 0 4 0"- g Struronal Ft;le INDUSTRIES Roma By: riu on. Oro. By: P.J.P. 1070 ITC.Ao4010GY DRAT P.O. BOX 2 529 ADKODS. ft J4275 NOKOwS. 42. .34274 CM4 By Dole: 0Ol 4// 7" STD. WALL MULLION snnkmodn: MULLS Pe.gons: Orwatinion: CLIP & INSTALLATION DETAIL NTS SA.I: 2 -15 Cia.flp 6620 t Robert I- k, . P.E. 039712 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. CLIP LENGTH CHAR FOR lx MULL • MULL SIZE 1 x 2 xi 1 x 4 x h A 2 0 1 MAX L 1l 1 ` MULL CLIP TWO (2) ANCHOR LOCATION$ EXTRUSION DWG / 1099 MIN. FROM ENDS (r'P) 4- 1 — 4 MAX. 8 MIN. L q ' � 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 Slrrrc I�t 4 T kfliAi MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 T 1 ° MULL CUP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM END (TYP) APPROVED AS COMPLYING WITH THE T A" 1}S NOTE: 1. REFERENCE TEST REPORT F7L- 2902.2903 AND 2975 INDUSTRIES Rend Et' 10.1c Drum. en P.J.P. Description: Dtte: !070 TECHNOLOGY ORNE P.O. BOX 1329 NOKOMIS. P1 34275 AOKOV/S. fL 34774 Cnko 9y. rots: 4/28/00 S.:.4/AWN: MULLS Revisions: 1" MULLION CLIP ANCHOR LOCATION 1" STD. WALL MULLION S4W.: NTS Sheet: 3 O.o.+p No. 6620 F j;" flAq� yjlyjlE )J ��a [UUUU �� PRO s • OOH •R M' ISION ERALD:RG CODE COUR IANCE OFFICE �re e....00 0 9 1 2 .01 3 3 4 i 4 8 (TYP) 2 7 x STD. WALL MULLS MAT'L: 6063 -T6 z 2 NOTE: Robert I.. k. / / E '' . 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 P.E. A39712 StTUGtuia1 ,3 4 i '4 8 (TYP) APPROVED AS COMPLYING WITH THE DATE SOUTH F I L I tl BY PR TROT DIViSlON BUILDING CODE COMPLIANCE ACCEPTANCE NO 0 4111 d /7711)li�. • • INDUSTRIES RovsO By: Damn By: P.J.P. Dots: I Chico By' IOotr. PROFILES TAW: 1070 TECIOdO[OCY 0RM' 0 .0. BOX 1514 NOK0t05. n 34175 NOXOU[S. a J4274 4 4/28/00 1" STD. WALL MULLION 5.nosnteeM MULLS Revisions: Scab: NTS Shoot 4 Pt5 Drawing No. 6620 R.r. 2 Anchors . 50 i 60 70 I 80 90 100 1 110 120 1 130 160 MULL LENGTH IN INCHES O 42 129 1 115 107 104 103 103 1 103 103 103 103 48 50.625 83 1 73 67 63 61 61 I 61 61 61 61 70 I 61 55 52, 50 49 i 49 . 49 49 49 54 57 i 49 44 41 39 38 38 38 38 38 _60 63 41 I 35 31 29 27 26 25 25 25 25 35 J 30 27 24 23 22 21 20 20 20 66 30 I 26 23 21 19 18 18 17 17 17 72 23 20 17 16 1 - - - - - - 76 20 17 15 - 127 - 124 - - - 78 18 15 l _ 119 - 112 - - - 84 - - - 1 170 - - - - 1 - 90 - - - - - - - - - - 96 1 81 77 74 72 71 - 1081 102 90 81 74 1 - - - 63 61 59 78 111 94 83 144 - - - 68 i - 1 " 4 Anchors 50 60 70 80 90 1 100 110 120 i 130 160 MULL LENGTH IN INCHES 0 ___ 50 42' 170 ! 170 170 170 170 1 170 • 170 170 170 170 48 170 L 170 , 170 170 170 1 170 170 170 170 170 -625 170 1 170 170 170 170 1 I 170 .; 170 170 170 170 54 170 170 170 170 162 i 157 157 157 157 60 170 170 157 143 134 ! 127 ! 124 122 122 122 63 170 160 141 128 119 112 ! 108 106 106 106 ~ -- 66 72 170 145 127 115 106 1 100 i 96 93 92 92 142 120 105 95 87 1 81 77 74 72 71 76 120 102 90 81 74 1 69 { 65 63 61 59 78 111 94 83 74 68 i 63 1 60 57 55 53 84 88 75 65 I 59 53 1 49 I 46 44 42 40 90 72 60 53 47 43 1 39 1 37 35 33 31 96 59 50 4 3 38 35 1 32 i 30 28 27 24 108 41 35 30 27 24 ! 22 1 20 19 18 16 111 38 ; 32 28 24 22 ! 20 i 19 17 16 - 1441 17 - - - - - - - - - 1x2x.125 OPENING WIDTH IN INCHES 1 x4x.125 OPENING WIDTH IN INCHES NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS 9ASED 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 Clark. PE P.E.1r39712 Structural Vertical Mull �Opening4 Width Horizontal Mull Opening With Multiple Mulled Units Mud Length Mull _I Length \Opening Width Mull Length • APPROVED AS CC�OMAPPLYNG WITH THE S OWN C D1R L U BY PRO LOMSION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO 00 -O 9 t . e t• INDUSTRIES &mid By rt.: Drown P.J.P. TRW 1070 7ECHHOLOCY DRIVE P.a BOX 1529 NOKOVR•. n. 24275 NO[OMIS FL 34274 Cora Br Dot.: 4/28/00 PRESSURE CHARTS 1" STD. WALL MULLION s.rv./u.at MULLS Revision.: Scair NTS s,wt: 5 of 5 Oro wing No. 6620 R.. • ,: M1AMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -290S PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under thc applicable rules and regulations governing the use of construction materials. The documcntation submitted has been reviewed by Miami - Dadc 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 thc expiration date stated below. The Miami -Dade County Product Control Division (hi Miami Dade County) and/or the AHJ (in areas othcr than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposcs. If this product or material fails to perform in the accepted manner, the manufacturer will incur thc expense of such tcsting and the AHJ may immcdiatcly revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami -Dadc County Product Control Division that this product or material fails to meet the rcquircmcnts of the applicable building code. This product is approved as described hcrcin, and has been designed to comply with thc High Velocity Hurricane Zonc of the Florida Building Codc. DESCRIPTION: SII -701 Aluminum Single Hung Window Impact Resistant APPROVAL DOCUMENT: Drawing No. 4040, titicd "Aluminum Singlc Hung Window ", sheets 1 through 4 of 4, prepared, signed and sealcd by Robert L.Clark, P.E., datcd 10 /11 /01, bearing the Miami -Dade County Product Control Rcvision Stamp with thc Noticc of Acccptancc number and cxpiration 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 "finless othcrwisc noted herein. RENEWAL of this NOA shall be considered after a rcncwal application has been filed and thcrc has been no changc in the applicablc building codc ncgativcly affecting the performance of this product. TERMINATION of this NOA will occur after thc cxpiration date or if thcrc has been a rcvision or changc in thc materials, use, and/or manufacture of thc product or proccss. Misusc of this NOA as an endorsement of any product, for sales, advertising or any othcr purposcs 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 numbcr preceded by thc words Miami -Dade County, Florida, and followed by the expiration datc may be displayed in advertising litcraturc. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this cntirc NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction at thc job site at the rcqucst of the Building Official. This NOA revises NOA # 01 - 0629.08 and, consists of this page I as well as approval document mentioned above. The submittcd documcntation was reviewed by Theodore Berman, P.E. NOA No 02- 0702.04 Expiration Date: November 01, 2006 Approval Date: July 16, 2002 Page I DESIGN PRESSURE RATING (P.S.F.) 5/16 LAMINAT(D W ANNEALED GuSS 5 SI LAARNATEO .C."--5/16 NUf STR£NCTNENCO C WA1(R writ TRATION REQUIRED WAFER M(IL TRw1(0N NOT RCOURCO ,VAI(R IN£KTRATION RCOyfR(0 WA TCR will 7RA LION NOI RCOIXRCO -30.0 .50.0 -50.0 . 30.0 �.0 .66.7 'l -80.0 .60.0 Q'1♦ VANNI01)11✓ r'T'''r 2 10 attach Bolonces 10 James 11.5 Isom end of .ens lop rod 2(RR width is 5. .7 ) 2 (Sweep Lalcn Screws) 4 when using 2 S-ece talcne,) 2 0 frame jambs. J0 from Dot. • W.ndlood Ado ter crew, 7 638PTM 78581414 612256 7. X38PP7 1 . }ABC wu r a CO lRRwuC H ,•. M 617115 617776 KIIILONAIMALLILMIC52IMEIZONIEUEFFLIIIKI Ii N O 0U ' All Alum. 606 - • 1 2 0 S R.VL [AAlm. 6063 - ) 617751 u1c'U0 (Alum 6o6J -)5F 65Je5 »H(RSTRIP - VINYL 8119 6 ICQ'u 676490 l 50 W SA! EX 97 5.. UTU w1 RUr(R 6 r .750 PHIL. PM. N0. SWUM t.4ICH 18 • .625 PHIL at H0. W04Q10A AQAPI R (Al,,. u 606J- a • .375 PHIL. P.N. 1 K 1 8 8 (I per Closings Bead) 7 ITEM DESCRIPTION 29 WwgWO ADAPTER PLASTIC V. T. OTY. / LOCATION 61207 7 0 Lome jambs. 30 Isom hot ALUMAX ALUMAX UMAX AIUMAX A LUMAX ALUMAX ALUL/AX ALUMAX V(NOOR IEAM PLASTICS 00• CORNING H P . C . AOLM A N R MIHMIWI( DIE CASIINC M(RCI4AN15 FA51 ALUMAX u(RCIIAN15 1457 N 1 T CAM PlA5 44A57 OOt 1 1 pee eOcn 6olonce) 70 11 2 1 •er tacit balance WEIIII .. h 1 ' Eiji ®E'.F3�L•I INIC1111171 O wart ICCII Q1♦u 6 .500 PHIL. Fl . N0. "1« • 5 cm R R WrIBM. 3Z7aLMIIVS•i•IIFi!•wuFZ11•FZ0 i.. of e. n ohm '.mOEA LOJAX iaRaII.'!mze.111111•111•10 Q )♦ u HAN 14/1110 MI 5CHN PR0f01VP( WN11 TECII.'IPC, W VORC PC, .. P'.. N PG 211.X0 AF -1 22.16 II' -7.9 51AVC 76.000 LUX. 5 J /e' - I 7.) cONrICURArsONS: OX J.) 0(51GN PRESSURE RATING: SEC 1A8LE �.) ANCHORS: MAX. 5 J /c" 4ROU EACH CORNER (REDO 6, SILL) MAX. 6 rirom EACH CORNER (JAMBS) LUX. SPACING AT HERO k 51L1: 13.000 MAX. SPACING AI JA44BS: 13.125 5.) snurr(R RCM/MERCK?: NO SHUTTERS R(OWREO 6.) REFERENCE TEST R(PORF: 170-1889 VENT 547F; 50 1/7' X 38 I /4" X o 4 I— IJ.000 — rm. ow (00(70 r,p. HUO • 3Al 53.125 MAX. ELEVATION LARGE MISSLE IMPACT WINDQW5 1.) GLAZING OPTIONS: A. 5/16 (.350) LAMINATED CLASS (l/r onneoI.d /090 film /l /6' annealed) 0. 3 /16' (.350) LAMINATED GLASS (1/8 heal strengthened /.090 Lim /1 /8 heal slrenglhened) 7 i 13 or ON CCNT(R I 47 , Rohcn L hark. CE. 639712 Siruclu,al FUT INDUSTRIES 1070 r(cHNOLOGr DRIVE NOKOMIS. rl 3.775 P.O. BOX 1579 NOKOul5. IL 3427 R...e 67. F.K. R.... 6,. 0.8. Om... By: 0.8 3,1.: 10/11/0 0e,.: 8/18/98 0o,. 2/9/98 Awn,: TB. TABLE, EXTR. ELEVATION & PARTS LIST P RODUCT REVILED Mp4Tlog PAM h. 91w14 DoIdlag Cade Amos.", N.. . • 70 .04 E.pinlls. Moe 11.7 114 v.. /uw.': s.a.. s.... S44 NTS 1 .. 4 MY DN. ?I.1e.. C..l.d T S/ PRODUCT RENI<WEI �CCErtY 1+w O / %� armR Anon nAT r. A7ee(n4fn ), rt., te, .( �. M , OOL _ _ _}� . 111VUIOH rnmJ rwoCOOE ALUMINUM SINGLE HUNG WINDOW o.. -..y K.. 4040 AX 17775 X71 Al - 1773% AF 1227a AF -122f% Al -172)0 AF -1223, AF- 534571 TR -7e) 899 VENDOR / I SlB7r,=trf, A1 544550 WC996- 110 8 7J7 76.000 0® .655 EX TERIOR RO GH OPC :NC 2.70+ PCI(Itf.NGC 1(57 ItCPOR : T71.— 1889 34.500 DAYLIGHT OPENING ROUGH OPINING 1.12J VERTICAL SECTION EXTERIOR INTERIOR kol><n L. Clark. P.E. PE 139712 S)nxlural 53.125 49.625 DAYLIGHT OPINING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION PGT INDUSTRIES 1070 1CCHNOL OCr ORNE 110x04415. rl J4273 P.O. 00X 1329 NOXOWS. rL J.77. Rend 0.: R .... 6�. O. O.B. I0 /II /0 TO. } MOLE. E XTI? 0.1.: 8/18/98 ae.: or 2/9/98 D. .eh1..r • SECTIONS D.seD e ►nAoet Cadent Midas 101 R. ..w .. PRODUCT REVISED 40 •911421.1* dr 91..nd. Cade deemed= No - 07.04 Ed** Dote s.. /u...c seat $deer SH -701 NTS 2 4 2.710 I� ROUGII OPENING ;% ODUCf RF.141TW$ A :cuer,efr. u.• n7 (fl rru [ 1 in rt e I • �" v1t U hvt g :C Al0 �S' fltl1l711N!1 C ALUMINUM SINGLE 1 -LUNG WINDOW 4040 �--- 2.784 .062 .737 .705 O ALUM. 6063 —T5 .062 1 ® ALUM. 6063 —T5 —11.165 8 .413 -1 �- O ALUM. 6063 —T5 .050 REFERENCE TEST REPORT: FTL— 1889 .062 1 .655 T 2.784 --� O ALUM. 6063 —T5 -1 1.057 1 .678 0 ALUM. 6063 —T5 I 2.274 I .062T 1.707 1.187 ALUM. 6063 —T5 2.330 1 2.710 --1 1.350 �— © ALUM. 5063 — .490 ".062 � 1.4511 d 1.523 H 1.023 1.123 O ALUM. 6063 —T5 i 2.325 .062 1.969 .062 ! ALUM. 6063 —T5 Robert L. Clark. P.E. PE 839712 Structural INDUSTRIES rO7O r(CNNOIOC• ORt NO•O•S, rl 3.173 P.O. BOr 1329 NO•O+RS. rL 34274 1/8" ANNEALED OR HEAT STRENTHENED CLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR — DUPONT PVB R...e F. K. R..i� 8 : 0.d d.. 8,. 0.8. crre: MI.�f Dirk Produce Comm! Miles lAti O.r e: 10/11/0 4718/98 Derr 2/9/98 '" 1/8" ANNEALED 01? HEAT STRENGTHENED CLASS 5/16" LAMINATED GLAZING DETAILS a.lm•ip dog d neY. Awe•EU..N. 0 4l [ipinlD.M rr i p Re..w1.r• T8. TABLE. fxrR. Re..rwr. 1/2" NOM. CLASS DITF_ px",JD11Ci .rl7`T.r H.. oL2‘?i_12. DAT!. /V J.k LS--` I n. Mrt' alrt11811 \1 EXTRUSIONS & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Se.c.. /M.d.c Sc.r.: Seer: a.... rr.. SH -701 NTS .3 •' 4 4040 R • TrP. SILL TYP. KAQ REFERENCE TEST REPORT: F7L -1889 TYP SILT TYP. HFAQ Hobert L park. P.E. PE 139712 Strudutal TYP. JAU fT INDUSTRIES 1070 ICCUNOLOCV ORM MOKOU,S. 7L J4273 P.O. 80r 1329 NOKOMIS. !L -14274 R...e B F.1r a.. 0.9. 0..... e,: nu.: 0.8. ./war.: Ski 701 0 1 0/I 1/0 1738/98 0.l.: 2/9/98 ANCHORAGE r OWR • rp3ij. Yt rr Fluff cgu g e 0 _ OQ C*ds Dm UMW I .0 c.u..l ivy v re. TABLE. EXTR. zre.�eMo L% ",irkJU 1 hf.C?!',ii n all T: 114 Q7 4. 2'1'1 L:(1 :•a::".1 • ( 1„r e r•4 la 0/ 4 s1 A = 4 .;, I, t , K1 1•: TJ:.M 1.1 •^.L 1'a P1111f/ ALUMINUM SINGLE HUNG WINDOW 1x.1.: Sb.l: I NTS 4 a 4 O....p .N. 4040 2 r W000 OUO< M1� ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -I563 (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 thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing thc Miami -Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by thc Miami -Dadc 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 tcrniinate 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 thc words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thcn it shall be done in its entirety. INSPECTION: A copy of this cntirc NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction at thc job site at thc request of the building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 � vell as approval document mentioned above. The submitted documentation was reviewed by Rata Rodrig ru z., NOA No 02 -0305.02 Expiration Datc: May 20, 2007 App vaI Date: June 27, 2002 Page 1 58 MAX FIXED DAYLIGHT OPENING MAX GHT /4 .. — LITE — _ I I I WINDOW HEIGHT I I I 0.625 1 63.000 . 26. $ I ,t • " t (.� IC3) nno�d A A A A A A A I 1 A 1 I 1 1 I 1 A DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. 1GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDO 4 WIDTH WINDOW HEIGHT F. .000 ! 1 44.000 0.625 1 63.000 . 26. $ I ,t • " t (.� IC3) nno�d A A A A A A A 44.000 A maw A A B 53.125 A A B 8 B 63.000 A 8 �� mows 8 B B Iwo 8 8 74.000 A LARGE MISSILE IMPACT 1. G ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. IN LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ ITI 2) LITES OF: ANNEALED GLASS HEAT STRENGTHENED GLASS 2. C or OX 3. DESIGN PRESSURE RATING: A . NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS )0• B LOADS PRESSURE & CLASS 00 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL; MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. ,IAMB• MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: FTL -1969 33" HEI 74" MAX 33 5/8" MAX r DAYLIGHT OPENING —{ OPENIN WIDTH 33 5/8" MAX DAYLIGHT OPENING 8" MAX i i - 8" MAX 4' MAX —1 I-- 4" MAX 3. TEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 57" MAX VENT DAYUGHT OPENING T SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION FLANGE FRAME JAMB ( Alum. 6063 -T5) FIXED MEETING RAIL (Alum. 6063 -15) SASH MEETING RAIL (((Alum. 6063 - SASH SIDE RAIL (Alum. 6063 -T5) GLAZING BEAD (Alum. 6063 -15 WINDLOAD ADAPTER Alum. 6063 -15) V.T. 612225 612228 612229 612230 612236 612237 612238 2 1 1 1 6534571 8 FLANGE FRAME HEAD( 6063 - 15) FLANGE FRAME SILL (Alum. 6063 -75) FRAME SILL ADAPTER 'Alum. 6063 -T5) 612239 1 SASH TOP /BOT. RAIL ( Alum. 6063 -T5) 612240 2 SCREEN RETAINER (Alum. 6063-15 11 T5 6532377 1 5/16" (.350) 5/16" (.350) LAMINATED USING (2 1 /8" HEA ANNEALED HEAT GLASS ANTI -LIFT CHANNEL (Alum. 6063 - T5) 612244 1 0 midspon of vent) #10 x 1.000 Ph. FI. SMS 710X1 4 Windlood Ado ter screws 6 x 1.000 PH. PAN SMS 76X1PPA 2 for onti -lift channel WEATHERSTRIP THIN WALL BULB VINYL 6TP247 8 1 per Glazing Bead 1 1 t8 8 x .500 PHIL. Fl SMS 7856A 2 Sweep Latch screws 4 (when using 2 Sweep Lotches) 19 r8 x 1.000 PHli 781P0A 22 (Frame/Vent ossy. screws) 20 SWEEP LATCH 71096 1 11.5" from ends -vent mtg. roil) 2 if hei.ht is >= 42" 70250 3 1 °midspon 2 1 4 from ends 70251 3 1 ®midspon /2 1 4" from ends 2 0 eo. end of vent to rail 7BRWHL2 4 2 per Roller Housing 61062W 2 °vent top /bot roils & mtg. rail) 26 SILICON 62899 6TP249 1 (0 vent jamb roil) P.H. SMS 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 27 WEATHERSTRIP. PULB VINYL Rnheri L. (lark. PL PF. .W712 r sl fiKlerMi — INDUSTRIES 1070 TECHNOLOGY DPW 410501415. IL 34275 P.O. BOX 1529 NOKOUS. R 34274 OTY. /LOCATION 1 (0 midspon of frame sill F. K. R...J By F. K. Dr."■ err O.B. D..<nye:en. S.M.,4....I: HS -710 Del.: 11/5/01 Dec 1/29/99 Oat.: 2/16/98 Stet.: NTS ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX TEAM PLASTICS UPDATE FOR RENEWAL R.w.ie C -NO CHG THIS SHT VENDOR ALUMAX FASTEC MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE OIE CASTING MASTER TOOL 7 -M10 -250 MASTER TOOL 7 -1.(10 -251 MASTER TOOL 70312 VINYL -TECH P.G.T. SCHLEGEL CORP. FS7826 -187 DOW CORNING TEAM PLASTICS VENDOR I/ AF- 12225 AF- 12228 AF- 12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 899 TP -249 1 w 4 4112 02 } OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW SNw.t Dimming we. R... C EXTERIOR MAX - HEIC -4T MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 ROUGH OPENING . 500 2.710 VERTICAL SECTION 2.094 500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) Robert L. Clark. P.E. PE 939712 Suuculsat- MAX. WIDTH EXTERIOR 2.643 --1 HORI7ONTAL SECTION MAX. DAYLIGHT OPENING 1 /8" HEAT STRENGTHENED CLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT w /BUTACITE) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOUeS. R 34275 P O. BOX 1529 NOKOUIS. 41. 34274 A. .d !D- F.K. �FK Dew.w rr 0.8. a..elpbn: 5.ew./I.oe.k HS- 710 1 /8' HEAT — STRENGTHENED GLASS GLAZING DETAILS: 5/16" 1,3501 LAMINATED GLASS Date: 11/5/01 Da. 5/22/02 Dee.: 2/16/98 SECTIONS & GLAZING DETAIL ALUMINUM HORIZONTAL SLIDING WINDOW xeh: NTS .705 ADO GLASS DETAIL R.d.wns: C - N0 CHG THIS SW SA.a 2 « 4 2.784 .500 ROUGH OPENING PRODUCT REVISED ✓ aap171y wUY de: IMI! D eddlagCmk a.R Na • I ,I_ OZ MTV c.N..lw. , .T- �s�or• � Wowing N. 4112 APPROVED WOOD BUCK 3/16" OR 1/4" TAPCON W/ /12 HD (SEE NOTE 1) 3/16" OR 1/4" TAPCON w/ /12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 1 1/4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.J SHIM -1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK /1 0 W 000 S 1 TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x W000 BUCK 1 1/4" MIN. 1/4" MAX..] SHIM /10 W000 SCREW TYPICAL HEAD SECTION WOOD ANCHORING 1/4" MAX. SHIM 1 MIN. 3/16" OR 1/4" TAPCON W/ /12 HO (SEE NOTE 1) Roben L Clark. P.E PE 839712 Sln,rn.. -.l APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY OWE NOK0105. R 34275 P.O. BOX 1529 NOKONIS. fl 34274 1 1/4" MIN. 1/4 MAX. SHIM or..,, br D.B. HS -710 /10 WOOD SCREW Op.: 115/01 5j22/02 2/16/98 APPROVED 2x•WOOD BUCK NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Scam NTS TYPICAL JAMB SECTION WOOD ANCHORING R•v:.<M: uPDA F11 APCON DESK. 1 1/4" MIN. Y901/1/C T NI:VLII:0 r omPb4.. alr f1. fl..ld. 6•4•• Cok Acc.p...c. w E•lr.tl.. Opt 'I .. •Li/t�7l� AL— .a2 O•.criO/on: ANCHORAGE nw: ALUMINUM HORIZONTAL SLIDING WINDOW S•••1. 3 .1 4 0a...9 N. 4112 • • --{ -- . 7 0 5 .062 2.784 1.187 L --� �-- .737 O FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 ---j .050 — .678 1 O 5/'6" GLAZING BEAD 1.187 .062 ® FRAME SILL ADAPTER 6063 -75 ALUM. REFERENCE TEST REPORT: FTL -1969 .062 i 1 -1 1.403 0 FIXED MEETING RAIL 6063 -T5 ALUM. .062 —±"-- .723 .688 © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 - .062 1 1 1.183 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 1.081 1 O SASH MEETING RAIL 6063 -T5 ALUM. .062 1.373 L ..- 2.710 - ■1 O FLANGE FRAME HEAD 6063 —T5 ALUM. Robert L. Clark, P.E PE 139712 Sw+aMral 1.187 INDUSTRIES 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Re.WBy. X Koval F.K. Drc.a fir F.K. O SASH SIDE RAIL 6063 —T5 ALUM. Lt/5 /D1 5/22/02 1.122 10 F� 2.710 --1 ® FLANGE FRAME SILL 6063 -T5 ALUM. Dat.: 1 /2/0 .062 - --IF -- 2.094 R.: Was. ppDfJFT7 SHT C —NO CHG THIS 5HT EXTRUSION PROFILES MN: HS -710 kal.: NTS So 4 w 4 3 • RODUCT'LVI5 a 11 Cade �•'r+IRn EA . • I . 9 . • • 1rA•7. ALUMINUM HORIZONTAL SLIDING WINDOW awing No. 4 R.. C I M1AMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, 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 as well as approval document mentioned above. The submitted documentation was revi ed • eod i re B an, P.E. W; 6q NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 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. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 5. 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 FOLLOWS: 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 LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13° SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCONS 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. SHUTTERf2EQUIFIEMENT: 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. } x 0 } x CONFIGURATIONS OPTIONS x } x 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4-7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 1/8" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL Approved es complying wIIb the Florida Balding C e Date 05 2 2 03 NORM • - Miami Dade Precinct Coe B /G3 R"qd ar FX Rood ar Amid ar Orr. ar F.K. mar 3/17/03 Omar 1u.: 0.4 12/17/02 Rnib c A R.wioc Oviduct er REVISE ANCHORAGE NOTE 1 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. 1529 NOKOMOS, FL 34274 P ST Visibly Berger NOTES AND GLAZING DETAILS row ALUMINUM CASEMENT WINDOW, IMPACT a.isesr.r CA -740 I NTS 1 " 11 I°""'"' 7045 -8 It Lucas A Turner. P.E. PE 059201 Mechanical r i 1/2" CENTERLINE 1 I 1 1/2"i \ ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 l 13" MAX. O.C. 4" MAX. l - 4 "• MAX. - L- ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. I 7" \ 4° MAX. ANCHOR LOCATION TYP. --411 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. - --I 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7" 30" MAX. DAYLIGHT -- OPENING ' X 1 v 1 1 1 4 0 / ,,, .• . /.. 30" MAX. DAYLIGHT OPENING X 56" DAYL - OPE IAX. GHT Z ING 63" MAX. HEIGHT 1 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. L L l4MAXC.TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) f / L. 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Approved r asPyY& with Ile Florida S Z NOAH 2 Miami Dade Product Catrd '2 /v 3 Awed ar Dom 3/17/03 bow 11.,.x. A Ibwdar 1 Eub: IbHSbia• Dawn ar 0"Y: and.! er O"t F.K. 12/17/72 REVISEANCNORAGE 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 "XX" & "XOX" ELEVATIONS 1a ALUMINUM CASEMENT WINDOW, IMPACT snr r.we am.: 4.1, CA-740 I NTS 2 0 11 Bar. ma 44m 7045-8 I A L.uas A. Tumor. P.E. PE s55201 Matha4w1 SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4' MAX. 32- MAX. WIDTH 25" MAX. DAYLIGHT OPEpIING X 65" DAYL OPE } 141 /2" 4" MAX. -4 1 MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL —\ SHT. 2 TYP. (2) 13" MAX. O.C. GHT Z ING 72" MAX. HEIGHT L_ 4" MAX. SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13' MAX. O.C. i 4" MAX. 4" MAX. L 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING ti X 56" DAYL OPE 1_ ELEVATION "D" - 63' HIGH "X" (SEE SHEET 4 FOR PRESSURES) 97" MAX. WIDTH AX. IGHT ING 14 1/2" MAX. O.C. 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13' MAX. O.C. L_ 4" MAX. II 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) 1 56" MAX. DAYLIGHT OPENING 63" HEI 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1----- -1--13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) MAX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) I I I _ / 1 —.---I-13" MAX. O.C. 14 1/2" MAX. O.C. VENT 4' MAXI - -" i ?iEAD 8 SILL ONLY 37 MAX. VENT 60 " MAX. FIXED ELEVAT ON "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) Approved aw aompbing with the Florida 8 Date NOM Miami Di e 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 372 /lv Rowel ter F.K R.wdar Roved Br bnemon ter F.K. Dein 3/1703 O.1.: A tawMna box Dow 12/17,02 Rniebnc ts.d.d ter REVISE ANCHORAGE 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better "X ", "0", "XO" & "OX" ELEVATIONS Ube ALUMINUM CASEMENT WINDOW, IMPACT a.raew, C.4-740 NTS 3 a 11 7045 -8 I A Lucas A Tumor. P.E. PE 858201 Meehaical •V.. -7, y ,1, • .1: 0 1 , - - - - a • ,- 1 • - : • - Ti " X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587 GLAZING OPTIONS: A 5t 6" LA.VII 1/8 "A,.090,1/8 "HS B. 5/16" LAMI 1 /8 "HS,.090,1 ( /8 "HS ) WIDTH HEIGH 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.0 66.000 69.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 A -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 B -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 24.000 , A -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 -89.6' 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9' 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B -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 -90.0 70.0 -90.0 70:0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 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 -51.3 51.3 -49.8 49.8 -48.3 48.3 B -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 70.0 -86.3 70.0 .-81.0 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 -45.6 45.6 -43.9 43.9 -42.2 42.2 B -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 -90.0 70.0 -87.8 70.0 -84.4 70.0 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 , - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 NOTE: "X" WINDOWS WIDER THAN B -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 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 . -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 32" AVAILABLE AT MAX. HEIGHT OF 63" ONLY. IF USING 3/16' TAPCONS PRREESSUU PRESSURE IS #12 DESIGN P.S.F LI SCREWS T TO O 53.4 P.S. F B -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 �r" 00 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 - 3@,$ -38 B -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, 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 1 -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON. 1/4" TAPCONS OR #14 SCREWS ) "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -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 43.000 A -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.Q Approved eseosplytas with lfe Florida B . Dace 5 Z 48.000 A -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 53.125 A -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 -72.1 70.0 -69.5 69.5 -67.5 67.5 NoAn 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58 0 Mlam ad e Product Caere! 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 x - 64.000 A -75.0 70.0 -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 x - 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 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 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "XX" WINDOWS TEST REPORT: FTL -3582 USING 3/16" TAPCONS OR DESIGN PRESSURE WINDOWS IS LIMITED TO GLAZING OPTION: B. 5/16" LAMI (1 /8 "HS,.090,1 ALL "XX" SIZES UP•TO 74.000" WIDE x 63.000" HIGH /8 "HS) NOTE: IF e2- 3 //0 3 Lucas A. Turner, P.E. PE 158201 Methinks! 1 -75.01 70.0 #12 SCREWS FOR "XX" TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "XX" WINDOWS TEST REPORT: FTL -3580 46.7 P.S.F , GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 R.n0 Br FK O.Y: 3/17A73 R.M.bra' A REVISE TABLES 1 AND 3, GLASS TYPE A 1070 TECHNOLOGY DRIVE NacoMLS, a aez7s P.O. BOX 1578 NOKOMIS FL 34274 PRESSURES- X & XX CONFIG. WINDOWS r� ALUMINUM CASEMENT WINDOW, IMPACT Rww.d By Dow RnW.ic Awed by 6..n BY F.X. 0* 0.0.• 1?/17N2 area ey: 0.1.: J Visibly Better yl"•rieir C4-740 NT$ �' 4 • 11 6i'�e 7045-8 R." A COMPARATIVE GLAZIN OPTIONS: 6 A BAS 6" LAMI (1/8"A,.090,1 8 "HS) #14 B. 5/16" LAMII S,!090J1 /8 "HS) WINDOWS I (3/ 6 "A, 090,3�N6 HS) �L 3582 HEIGHT "0" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 3.125 54.000 55.500 57.000 58.500 60.000 M.d By F.K Awed Br rived Br Cum Br F.K. 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 Daft 3/17AU ""Lr• Or": 12/17/02 A B C A B C A B C A B C A B c A B c A B c A B c A B c A B C A B C A B C A B ri.ik.a A larace. CI"d"d Ir 26.000 NEG -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 -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 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 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 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 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 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 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0, 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 - 75.0 -90.0 - 45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 - 42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1. 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 REVISE TABLE 6, GLASS TYPES A & C OYr 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0. 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -75.0 -69.0 -40.4 -75.0 -67.3 1070 lECHNOLOGY ()RIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 40.4 70.0 67.3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -75.0 -75.7 - 44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 - 64.9 -39.2 -75.0 POS 51.1 70.0 70.0 49.9 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 63.3 Pi GT_ Vvibly Better 54.000 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70:3 -42.2 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 , 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 -73.3 -55.9 CA-740 NTS POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55.9 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 -35.5 -71.0 -53.0 POS 42.2 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 -46.1 -75.0 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 70.0 55.9 36.1 70.0 54.5 35.5 70.0 -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 cra -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 67.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ALL SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 P RESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS A LUMINUM CASEMENT WINDOW, IMPACT 7045-8 A 1 4 1 2 1 4 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. Append as complyiag with the We 5 Z2 NOM Waal Dade Product Control Lucas A. Turner, RE. PE 6513201 COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR *14 SCREWS) XO" OR "OX" &. "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH H EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -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 48.000 72.000 A -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 49.333 74.000 A -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 53.125 79.688 A -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 -72.1 70.0 -69.5 69.5 -67.5 87.5 56.000 84.000 A -75.0 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 60.000 90.000 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 64.000 96.000 A -75.0 70.0 -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 67.333 101.000 A -75.0 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 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -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 TABLE 9. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (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 1 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" 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 -90.0 1 70.0 NOTE: IF USING 3/16" TAPCONS OR 1112 SCREWS DESIGN PRESSURE FOR "XO" OR 'OX' AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X Approved as eoa•plyIIII with the �rWaBo Ias 0 NOAr Z 2 . n' Mlael e- Peeditd CNltr Z - /c'3 Rawl By F.K. Road R.we Bt: 3/17/03 0.10: Oman By F.K. 12/17/02 RnYba• A R.WUa: Rostra: REVISE TABLE 8, GLASS TYPE A Chew 1 070 TECHNOLOGY DRIVE NOKOMIS. F7.34273 P.O. BOX 1529 NOKOMIS, Ft 34274 P Visibly Better ttl,� PRESSURES - XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS It ALUMINUM CASEMENT WINDOW, IMPACT s.•e.e m+va ca 74D 7045 -8 ( NTS 6 e 11 A Luc A. Turner. P.E. PE158201 Mothantcal COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8" RS,.0z90,178 "HSJ C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT 43.000 NEG POS -74.1 70.0 "XOX" WIDTH 69.264 • 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 Road er F.K. Rwtll� Rood Amoy er F.K. VENT WIDTH 19.125 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 oar 3117/03 Oar Obr a.: 12117/02 FIXED WIDTH 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 a.am DT A B C B C A B C A B C A B C A B C A B C A B C A B C A B C A B C 48.000 NEG POS - 64.9 64.9 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 -90.0 -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 70.0 70.0 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 REVISE TABLE 11. GLASS TYPESA & C OWL -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 -85.8 -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 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 -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 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 1070 TECI OLOGYORIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 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 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 50.625 NEG POS -60.6 60.6 -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 67.3 -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 PST Vi iblp Better 54.000 NEG POS -58.1 58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 lodollObt 57.000 NEG POS -56.1 56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 70.0 70.0 41.6 70.0 70.0 46.2 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 37.6 70.0 57.4 36.7 70.0 55.9 60.000 NEG POS -53.3 53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 -53.0 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 53.0 63.000 NEG POS -75.0 -90.0 -36.9 -73.8 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -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 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 34.3 68.5 51.7 33.7 67.4 50.0 "XO" & "OX" WINDOW VVIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS 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 ALL "XO" vr "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING:3/1t" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR - X0" OR "Or AND "X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. Obbibb PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT bow 0 UNEQUAL LITES UNEQUAL LITES UNEQUAL UTES Approved as eateplyiag WM the Date 5 2 0 NOAN Miami Prodaet Castro! By Lucas A Tumor. P.E. PE num MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE '')(0" & "XOX"FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING —I (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X 1- MAX. WIDTH (SEE HT. 2) HORIZONTAL SECTION - XX REFERENCE'XO' &'XOX' FRAME ASSEMBLY DETAIL, SHEET 9 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 9 Approved at ttr pITlagwit! At Date O l o NOAH Mani Dade Praha* Cs titiel B7t1t r Raven"), Daft: R..0 F.K 3/17,93 A NO CHG THIS SHEET Awed Br Dram Br F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 c;T_ o.ow. SECTIONS -. 12/17/02 readud raw ALUMINUM CASEMENT WINDOW, IMPACT a"rr,sr - a+v n�. A Lucas A. Tumor, P.E. PE Y582001 L edrrioY FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 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 FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -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 RAIL SASH FRAME TOP OR BOTTOM RAIL -- 1.159 " -- -- 2.139 " -- -SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .438" 3.544" .062' NOM. f 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062' NOM. 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 3 2.919" Approved as complylag with the Florida Buldin ode Date 2 NOAH Miami Dade Product Ceetnr D BY F.K. F.K 3'17703 Rand a,r O m R. a 97 Own Sr Dm.: F.K. 12/17/02 Rmitlanc A aoe.a REVISED FRAME ASSY DETAIL SCREW SPACING aa< 1070 TECHNOLOGY DRIVE NOKOWS, FL 34273 P.O. BOX 1329 NOHOW% FL 34274 FAG" Visibly Better EXTRUS IONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT +"••at re some amour a. CA-740 NTS 9 a 11 7045 -8 A Lucas A. Turner. P.E. PE 058201 Mocha/deal PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 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 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 78IPQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 6TP247 6I63K 61635K 60976 78x I2PSTWB 67004 7 12X I PF T 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 88XI QUADPHSMS FRAME CORNER KEY 1/2"X1/2"X1/8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 88 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 810-24 X .562 PH. P14. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) 88 X.875PH.PN.SMS TIE BAR GUIDE TIE, BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 88 -32 X .375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) 88 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 810 X .500 PH. PHL 5/16" LAMINATED (IBA & 1/8HS GLASS) .090 INNER LAYER,- SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1BIIS & I /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6HS & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 88 X .500 SQ. P14. TEK SMS CASEMENT FRAME ASS'Y. TUBE 812 X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE PARTS LIST CONT. ITEM 73 74 75 80 81 82 . 83 DWG # 7025 7016 7005A 1155 7010 7007 PGT. # 70834A 78IPQA DESCRIPTION MAXIM SINGLE LOCK SINGLE LACK KEEPER 88 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 88 X I QUAD PN SMS FD(ED FRAME CORNER KEY INSTALLATION HOLE COVER .050" .706" .865" .050" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" ---1 .865" 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1 1.000" .423" --1 1.--- 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 -� 1.124 "J- .125" �-- 2.701" .062" 993' � �r .289' •J .040 °INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .093" -I 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A Approved as tomplylnq whit the Florida Ba - ut Dah 2 NORM 7_ MIu1 Dade Prdad Central Strad or F.K Ib.4 ey 0r. 3/17103 Oahu 12/17102 limiskawg A finirknr Rinisionr or.aaey NO CHG THIS SHEET Ome 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM$ F1. 34274 PT Viably Better PARTS LIST & EXTRUSIONS rft ALUMINUM CASEMENT WINDOW, IMPACT immure s rr a NTS fo 11 ( °~' � 7045 -8 , A Lucas A Tumor. P.E PE 558201 M"drMCal APPROVED WOOD BUCK 1 1/2' OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 REWS SC NOTES: 1 1/2" F.--- MIN. 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) 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) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE • 1 1/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 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 ENGINEEFED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4' MAX. SHIM r - #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/2. 1_._ 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 ----i 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOT NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 114" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Approved as complylaS with die Florida Da dins o Dote Z NOAH Miami Dade Product Ceatrol Div Rood by Orion s F.K. cow 3/17/03 nor low taa 12/17/02 a"M.ba A , Urge 97 ADDED #14 SCREW OPTION Oar 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 1529 NOKOMIS. FL 34274 Pi GT_ Visibly Better ANCHORAGE DETAILS tar• ALUMINUM CASEMENT WINDOW, IMPACT CO-740 rs Iv.. NTSI 11 d 11 I °nw"' 7045-8 I A Lucas A. Turner. P.E. PE 058201 Mechanical BUILDING ® MIAMI SHORES VILLAGE FLORIDA ,/ Date ��` (� 19_42 ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 10649 Contractor's ROOFING ❑ License No. vi+ •.i, ❑ Work to be performed under this Permit t-s.- t G& Owner of Building or )1 • I Architect Contractor or Builder c� -._‘ . l , C. . , L- - r c r Legal Lot 11 Description 1 i B1 Address of • Building 0 ._: 1 1 P i i- /..-.›c: r This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown 9,.the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants pr employ s. Signed • • . it " / CONTRACTOR or BUILDER { J rti1 $7r_L • 11 .4 .4 ebc .. L. Subdi- vision Sq Ft Value of ^ — I I Amount of t y Project $ — •.' 11 Permit $ t ! SPECTOR) BY In consideration of the issuance to me of this permit I agre to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawin , 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, servant or employee. BY AUTHORITY 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. _ / V Date /1 ,19 Cg/ Owner's Name and Add er ss ' ' S !� �= - Le No../2 / 7 Street /a0' Sr Registered Architect and /or Engineer Name and address of licensed contractor_.... ? - ' Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done Subdivision. /.2-z? nl /66' E7 State work to be done and purpose of building (by floors) /-? _� �2_17r� _� G1_ �i.r1✓�c 7 — !�/�r sl( 3G_o. ir . 9' i:,la_uta.1 1er Fe.-z›- f7A — and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering DG Estimated Total cost of improvements $ -0 o 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, Pennanent 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 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. j 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 due. Permit No /b Cc' `- Disapproved 1/^ (Signed) ss. Date Date_ Building Inspecto MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT (Signed) Chairman Member ____ Member Council Approved Date Disapproved Read, Sworn to and Subscribed before me. PL NNING BOARD DATE Notary Public, State of Florida My Commission Expires Member Member Member NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice • materials and /or workmanship. Date has been obtained from for inspection or faulty